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1.
Busines,� 3 v & `Product Approval RECEIb'rD Auil 03 2016
Professional �v i,--; USER:Public User
Product A tlrov.l h1 n. >product or,Annif—tion Search>ALloli ation Ust>Application Detail
FL# FL13541-R10
Application Type Revision
j 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.
_ 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
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
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) Standard Year
AAMA 1304 2002
ASTM E283 2004
ASTM E330 2002
TAS 202 1994
Equivalence of Product Standards
_
Certified By
i
http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDquynOPErOHeeZaoNzG36psAMw5%2bzBiYgm7MX9RiJ3Qzg%3d%3d[2/17/2016 8:34:59 AM]
Florida Building Code Online
t{
Product Approval Method Method 1 Option A
i
Date Submitted 02/02/2016
Date Validated 02/03/2016
Date Pending FBC Approval
Date Approved 02/07/2016
. Summary of Products
FL# Model, Number or Name Description
13541.1 Design Pro/Smooth Pro Single(X) Opaque Fiberglass Door
Limits of Use Certification Agency Certificate ^T
Approved for use in HVHZ: No FL13541. RIO C CAC NIO11906.01-R3.pdf
Approved for use outside HVHZ:Yes FL13541 R10 C CAC NIO11906-R3,df
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2018
1 Other: 3-0x6-8 and 3-Ox8-0 Inswing and Outswing Installation Instructions
i
Fit ,3541 RIO II A010831A SS 2014-09-26 odf
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL1.3541 RIO AE PER2742 SS 2O1A-09-26.1
Created by Independent Third Party: Yes
!13541.2 _ Design Pro/Smooth Pro Single(X)Glazed Fiberglass Door '--
Limits of Use Certification Agency Certificate !
Approved for use in HVHZ: No FL13541 RIO C CAC NI011921.01-R3-signed.pddf
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
FL_1_3541 R10 II AO1O832A SS 201.4-09-26.ndf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports j
FL13541 RIO AE PER2743 SS 2014-09-26.pddf,
1 Created by Independent Third Party: Yes
13541.3 Design Pro/Smooth Pro Double(XX) Opaque Fiberglass Door
Limits of Use Certification Agency Certificate
i Approved for use in HVHZ: No FL13541 RIO C CAC NI011907.01-R3,pdf
Approved for use outside HVHZ:Yes FL13541 RIO C CAC N1011907-R tL
1 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 FL13541 R10 II A010833A SS 2014-09-26.12df
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
I FL13541 RIO AE PER2744 SS 2014-09-26.pdf
1 Created by Independent Third Party: Yes
13541.4 Design Pro/Smooth Pro Double(XX) Glazed Fiberglass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL13541RIO - CAC NIO 1908.01-R4.pdf
Approved for use outside HVHZ:Yes i FL13541 RIO C CAG N1011908-R4.pdf
Impact Resistant: No Quality Assurance Contract Expiration Date
i Design Pressure: +50/-50 03/30/2018
Other: 6-0-0x6-8 and 6-0x8-0 Inswing and Outswing Installation Instructions
FL13541 RIO II AO1O834A SS 2014-09-26.g_df
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541 RIO AE PER2745 SS 201.4-09-26.12df
Created by Independent Third Party: Yes
13541.5 Design Pro/Smooth Pro Single with side lite(s) (X,O/O,X/O,X,O) Opaque Fiberglass
Door
http://xv%%,%v.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDquynOPErOHeeZaoNzG36psAMw5%a2bzBiYgm7MX9RiJ3Qxg%3d%3d[2/17/2016 8:34:59 AM]
Florida Building Code Online
Limits of Use Certification Agency Certificate
I Approved for use in HVHZ: No FL13541 RIO C CAC NI011910 01-R4 pdf
Approved for use outside HVHZ:Yes FL13541 R]0 C CAC NI0.1191.0-R4.Ddf
Impact Resistant: No Quality Assurance Contract Expiration Date
I Design Pressure: N/A 03/30/2018
Other: 9-0-0x6-8 and 9-0x8-0 Inswing and Outswing Installation Instructions
FL13541 RIO II A010835A SS 2014-09-26.pdf
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541 R10 AE PER2746 SS 201.4-09-26.pdf
Created by Independent Third Party: Yes
113541.6 ?esig'n'
Pro/Smooth Pro Single with side lite(s) (X,O/O,X/O,X,O) Glazed Fiberglass
_ __..____.—�—__— Door i
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL13541 RIO C CAC NI011923.01-R4.pdf
Approved for use outside HVHZ:Yes I FL13541 R10 C CAC NIO11923 R4.(�df i
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: N/A ( 03/30/2018
Other: 9-O-0x6-8 and 9-0x8-0 Inswing and Outswing Installation Instructions
` FL13541 R10 II 1.3541.6 pdf
Verified By: Hermes F. Norero 73778
i Created by Independent Third Party: Yes
Evaluation Reports
FL13541 R10 AE PER2747 SS 201.4-09-26.pdf
Created by Independent Third Party: Yes
13541.7 Design Pro/Smooth Pro Double with side lite(s) (XX,O/O,XX/O,XX,O) Opaque
Fiberglass Door
--- ------ - =- - ...... -- --- - —-- -
Limits of Use Certification Agency Certificate
i Approved for use in HVHZ: No FL13541 RIO C CAC NI011 1.01-R4.IZdf
Approved for use outside HVHZ:Yes FL13541 R10 C CAC NI011 11-R4.tZ
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: N/A 03/30/2018 ;
Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing Installation Instructions
FL13541 R10 II A010837A S5 2014-09-26.od
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL:1.3541 RIO AE PER2748 SS 2014-09-26.pdf
Created by Independent Third Party: Yes
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
I Approved for use in HVHZ: No FL13541 RIO C CAC NI011912,01-R4,pdf
Approved for use outside HVHZ:Yes FL13541 R10 C CAC NI011912-R4.pdf
Impact Resistant: No Quality Assurance Contract Expiration Date 1
1 Design Pressure: N/A 03/30/2018
1 Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing Installation Instructions
FL13541 RIO II A010838A SS 2014-09-26.1df
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541 RIO AE PER2749 SS 2014-09-26.pdf
! Created by Independent Third Party: Yes
[ontact Us;;1940 North Monroe Street'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 mall.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 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
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 herr_.
- Product Approval Accepts:
.F et,t.ck
�'. �
http:/h%ivw.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeeZaoNzG36psAMw5%2bzBiYgm7MX9RiJ3Qxg%3d%3d[2/17/2016 8:34:59 AM]
NOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO: NI011908.01-R4
. DATE: 03/19/2014
! , ' CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
CODE: 822-1
�n �D poi REVISION DATE: 09/28/2014
To verify that the"Notice of Product Certification"is valid,please visit wNvw.NA%1 ICer i Iication.coiii 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 Full Lite
Klamath Falls, OR 97601 In-Swing or Out-Swing Side-Hinged Doors
Configuration:XX
Glazing:Insulating Glass(Tempered)
IS Frame: W-1879mm(74.00") H-2487mm(97.93")
OS Frame:W-1879mm(74.00") H-2466mm(97.12")
Panel: W-908mm(35.75") H-2419mm(95.25")
DLO: W-606mm(23.87") H-1587mm(78.87")
SPECIFICATION PRODUCT RATING
ASTM E283-04/E330-02 Design Pressure: +50/-50 psf
TAS 202-94 Qualifies Configurations:xx
AAMA 1304-02
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3918-01/NCTL-210-3924-02/SJW2013-234/SJW2013-235/SJW2013-
251/SJW2013-252/SJW2013-253/NCTL-210-3925-03/SJW2014-032/NCTL-210-3930-
01/NCTL-210-3930-02/SJ W 2014-069/SJ W 2014-079/W-1662/W-1699
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
CERT(Fic
CERTIFICATION NO: NI011908-R4
tiX., 9
DATE: 03/19/2014
CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
CODE: 822-1
Rn �o.Pao°ii ,` REVISION DATE: 09/28/2014
To verify that the"Notice of Product Certification"is valid,please visit www.NAN-[ICertilication.coui 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 Full Lite
Klamath Falls, OR 97601 In-Swing or Out-Swing Side-Hinged Doors
Configuration:XX
Glazing:Insulating Glass(Tempered)
IS Frame: W-1879mm(74.00") H-2081mm(81.93")
OS Frame:W-1879mm(74.00") H-2063mm(81.25")
Panel: W-908mm(35.75") H-2012mm(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:XX
AAMA 1304-02
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3918-01/NCTL-210-3924-02/SJW2013-234/SJW2013-235/SJW2013-
251/SJ W2013-252/SJ W2013-253/NCTL-210-3925-03/SJ W2014-032/NCTL-210-393 0-
01/NCTL-210-393 0-02/SJ W 2014-069/SJW 2014-079/W-1662/W-1699
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"MAX.O.A.WIDTI PREPARE7%STE.
a t JEL � E n BUILDROPS,INC.39fl E.DBLVD.,SiF,339`V I N D 0 W S D 0 0 F2 S e D ,FL 330049 8478 44.1738DO uBl9 q ZWEBinfdro0s.tom
DESIGN PRO/SMOOTH PRO FULL LITE6 OQ
s 1=
NON-IMPACT '6
Z
i�LL ACTIVE INACTIVE °Oo w .m N
FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 3�0 1 =a LD z o�
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O X`' C I— W J wLLN
w ^n�a
GENERAL NOTES: O Z O w to g
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1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT L
B a 7 O > Z y
INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE
NC),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: 0. LU LU Q W�
• ASTM E330-02 X111
• TYPAON 1
ASTM E283-04 6'EVTz w
J W H
• AA 4-02 74"MAX.O.A.WIDTH Q _-)
•
TA5202-92-94 Z)
u)
a d 1••1
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE s a LU
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 0_
FOUNDATIONIS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF r
r
INSTALLATION. r 2
6 REMARKS BY DATE
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR 3 Add Multi-PNint Lock GL 06/12/14
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED / 6
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THISt Add TAS 202-94Standard SM 09/22/14
DOCUMENT. = 6
4. APPROVED JIMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT 21w
RESISTANCE. .'^H= c�z ."BOS.e NF I.............DEBuxuINC D9Drs.7
n< O O ND SHAunoi nE xExxouuaulxvmouox S4 IN
o ACTIVE 6 INACTIVE O WRHOO7WRILTEN CONSENT OF BWLDING D......
xnuoxs.XDEvuous, IBHulvc...D...
5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZIC.
NG DETAILS. z LL o na.xcsro,xrsoocus� rJND, EDA
3Z zw P l N
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN j p °- `\\\\ ES F.ON GLASS,DECORATIVE,AND EXTERNAL AND INTERNAL WROUGHT IRON.RADIUS(SHAPED)LITES ARE QUALIFIED O z ax 5 FOR 6'-8"DOORS AT DP+/-50 PSF ONLY.7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(WTP)OF 9.0 PSF.REMAINING
SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT
MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY 'O T T 0:
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH+OH HEIGHT IS 21.0 ��IO'. � OP•:�14f
3 4 7 ..
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1 33D04
TABLE OF CONTENTS uTNonlEAnoN NO 295M
SHEET REVISION SHEET DESCRIPTION NOTE: Digitally signed by Hermes F.Norero,P.E.
INACTIVE AND ACTIVE DOOR PANEL Reason:I am approving this document
1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ORIENTATION IS INTERCHANGEABLE. Date:2014.09.2614:55:17-04'00'
2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14
MAX.OVERALL DESIGN PRESSURE(PSF)
3 A OPTIONAL 2X BUCK ANCHORING DETAILS NOMINAL SIZE MISSILE DWG. Y: CHK. Y:
4 A VERTICAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPACT GL/TJM SS/MSS
5 A HORIZONTAL ASSEMBLIES WIDTH HEIGHT POS. NEG. POS. NEG. RATING SCALE: NTS
6 A GLAZING DETAILS XX 6'.0" 6'-8" 50• 50 1 50• 50 NON-IMPACT DWG's:A010834A
7 A WOOD SUBSTRATES X 6'-0" 6'-S" 50• 50 5 NON-IMPAR SHEET: OF9
8 A CONCRETE SUBSTRATES X% 6'-0" 8'-0" 50• 50 50• 50 NON-IMPACT
9 A COMPONENTS&BILL OF MATERIALS *SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. 1
PREPARED BY:
INSTALLATION NOTES:
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC.
SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE A 398 E.DANIA BEACH BLVD.,STE.33R
NON-COMPRESSIBLE COMPOSITE OR BETTER. UANIABEAaL FL3300J
Px:(95JI3998i)g
:
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TOFAM195JI7L 1)38
- WEB:W°.W.nm alAr.BmBr.r"m
STUCCO,FOAM,BRICK VENEER,AND SIDING.
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR SEE TABLE 74"MAX.O.A.WIDTI I - m $
MANUFACTURER'S INSTALLATION INSTRUCTIONS. Ln
FOR QTY. LLJ <N
I""' K 0 m O
5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 11/2TYP. 0 ii mm
3"TYP. 3"TYP. O z w LL
JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE C ti
SHELL OF BLOCK. R U D —'
G2 — — — G2 p� Q maw`
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK Z
CONCRETE/MASONRY CONSTRUCTION. x
L O
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE w a Z 00
FOLLOWING PROPERTIES:
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. �L -
B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. w w U• F
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH = 0 r^"
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 m.NH w r p 2
PSI. z z .
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH z�� 8 x Q Wa
OF 2000 P51. N 3 d z z
C; W a w
8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR 70 Z x H O vl
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING.
REMARKS BY DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM Add Multi-Point Lock GL 06/12/14
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. � a
IN GIVE ACT E
ANCHOR TABLE
wLmN u
OT BELRFPROBUCEOFrN WHOLE OR PANT
6'8"DOORS 810"DOORS A2 3"TYP. A2 wI°om SHALL
coxcENr OF BUILDING Ogon,INc.
Lwxnxc,ox olnex
3"TYP— — AR BIBI �i suooaNMg'r or PERMITTEOANo
ANCHOR TYPE SUBSTRATE
ANCHOR MIN. MIN.EDGE #OF MOF
SIZEMAX.O.C.E EMBEDMENT DISTANCE ANCHORS AT MAX.O.C. ANCHORS AT (:1ZTYP.ANCHOR LAYOUT `����$F OR///♦
SPACING AT SPACING AT
HEAD/SILL 6'-0'OR 8-41'
JAMBS HEAD/SILL JAMBS ,.•••A•• �.
CLUSTERS CLUSTERS OOOR HEIGHT
2X WOOD BUCK * N .7 7.
WOOD SCREW R10 OR FRAMING 1-1/2" 3/4" 17-1/2" 4 17-1/4" 4 ••../��qq•�i�i
v�^'5gT 11
�SWdAP6- - NCREIF/CM - _ 2-i/z" 17-1/2^ 4 17-1/4" 4 7
1-3/8"-CONIC ♦♦ �
ELCO ULTRACON 1/4" CONCRETE/CMU 1' 17-1/2" 4 17-1/4" 4 NOTE: ♦ s S
1-1/4"-CMU ♦ C�
INACTIVE AND ACTIVE DOOR PANEL /i 1,2E�(Fs1Nrl9ylBo� ��
ORIENTATION IS INTERCHANGEABLE. E oAi I1°ERE 413IHa�jXk'iB`s
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 11-5/8" 8 14-3/8" 6 39 oANIA BEAcp 1LECOH
FSPE[FRT.Gf AOMO IFANONNO.) 7B
2-tt12X3"PFH B2
SCREW C2
1-STRIKE PLATE E2
HOPPE#3965040 2.98 X 3"PFH
NOTE: FE21-
CEF2 1-STRIKE PLATE 1-TOP ASTRAGAL I-STRIKE PLATE
INSERT PLUG HOPPE#2098945 STRIKE PLATE HOPPE#1965040 DATE: 02.05.14
IMO BED OF SILICONE 2-#6%3"PFH
o^o� DETAIL F2 SCREWS DWG. Y: CHK. Y: C
DETAIL C2 TYP.ASTRAGAL/ DETAIL 12 . GL�. SS MSS
TYP.ASTRAGAL a MULTI-POINT DETAIL H2 TYP.TOP ASTRAGAL/ SCALE: NTS
INSERT PLUG WITH STRIKE LOCATION TYP.TOP ASTRAGAL MULTI-POINT STRIKE
DETAIL 82 1-BOTTOM SHOOT 2-#9 X 2 1/2'PFH MULTI-POINT ONLY STRIKE PLATE H2 LOCATION DWG.R:A010834A
ASTRAGAL ONLY INSERT PLUG BOLT INSERT PLUG PFH SCREWS STRIKE LOCATION LOCATION 12
W/STD.REINFORCEMENT PLATE (INSTALL IN SILICONE BED (INSWING ONLY) DASTRAGAL ONLY 4-#9 X 2 1/2°PFH 2-tt9 X 2 1/2°PFH SHEET: OF 9
UNDER REINFORCEMENT PLATE) ASTRAGAL ONLY STRIKE STRIKE PLATE PFH SCREWS SCREWS
q INSWING SILL SECTION VIEW PLATE FROM
HARDWARE KIT (610UTSWING SILL SECTION VIEW AHEAD SECTION VIEW
SEE OETMI BF OR CF ABOVE z SEE DETAIL E20R r3 ABOVE z INSWING EHOWN-WING SIMILAR
PREPARED BY:
BUILDINPBEACH
OPS,INC.
398 E.DANIAVD..STF.338
D'NIA 33004PH( 78
RAX:(9541)44.4738
4 1/2"TYP.
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_ REMARKS BY DATE
V .ANCHOR LAYOUT I Add Multi-Point WTI, GL 06/12/14
AL 3K BUCK IN CoACNk!E/M1usOxar
or RT
T OR
TILpxDSHAt NDI IS
HLPROOUCLUIN=OHPARI NC
WITHOUT WRITTEN CONSENT Of BUILDING DROI'S.INC.
AA[NGS TO THSD00t'rICA',HIGH INOTNREpryIH�D AND
Efrl�NDT
1 I it Rn In N
1/4"MIN.EMBED TYP. ��V��YTT
SF,zSEE TABLE M2%BUCK ANCHOR TABLE O
WE"DOORS 8'0"DOORS -OZ Z ANCHOR MIN. MIN.EDGE MIN.CENTER LE/ANCHOR TYPE SIZE
SUBSTRATE EMBEDMENT DIST.TO TO CENTER i
"), ORIIJP.?•��
N • = SUBSTRATE DISTANCE MAX.O.C. MAX.O.C.
SPACING AT SPACINGAT S
2X WOOD BUCK INSTALL. JAMBS JAMBS p���lfJN� 183Xk%%\P
2X WOOD BUCK ANCHOR PER BUCK ANCHOR TABLE 3R0Z A I t JIL4�a'ZIL.33e
ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4" 0AIIA 0CAc.
tOlE CERT.OT AUTHORIZATION NO,24578
ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC. 1" 4" 25"
�2X WOOD BUCK INSTALL. T2X WOOD BUCK INSTALL. 1-1/4'-cMu
CROSS SECTION SIDE W f W
DATE: 02,05.14
NOTES: DWG. Y: CHK. YMSS:
I
1. 2K BUCK IS NOT FOR INSTALLATION AT SILL.THRESHOLD SHALL BE FASTENED GLTJM SS�
IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 2. SCALE: NTS
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG,n:A010834A
SHEET: OF 9
3
PREPARED BY:
Li
BUILDING DROPS,INC.
398 E.DANIA BEACH BLVD.,STE.338
DANIA BEACH,FL 33004
PH:195413998478
1A%:195417444738
WEB:w.vN.buiIdlDRd.ops.com
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REMARKS BY DATE
4 OUTSWING SHOWN-INSWING SIMILAR 4 INSWING
Add Multi-PointLock GL 06/12/14
ENDURAZAIL4565F
NMexI IS IHEu�RorLRn ,wc
RDoucc,lx WHOLE OF PONT
WITHOUT WR17ENCONSENT Os,""TTG DROPt,INC.
AL I LRA I IONS.AUDI I IONS,HIGHLIDHI INO.ON OMNVA' EN
ARNINGSiOTHIS DOCUNI yffi OT PERMITTED AND
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8 8
INTERIOR EXTERIOR 7 INTERIOR EXTERIOR 0 . //'(O oy'. (j
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::!':-:-:•� �.ti C. 33004
CERT.cHDAN49 AUTHORISATION No]9579
OPERABLE SILL 07 OPERABLE SILL
4 OUTSWING 4 OUTSWING DATE: 02.05.14
AFCO J-2297 OPTIONAL AFCO H-497
DWG. Y: CHK. Y:
GL/TJM I SS MSS
SCALE: NTS
DWG.a:AO10834A
SHEET: OF 9
4
HINGE SCHEDULE PREPARED BY:
HINGE DETAIL AT JAMB:
DOOR HEIGHT QUANTITY PLACE#9X DETAIL
AFH SCREW NEXT TO WEATHERSTRIP
6'-8" 3LLJ
8'-O" 4 `\ BUILDING DROPS,INC.
398E.DANIA BEACH BLVD.,STE.338
DANIA BEACH,FL 33DU
PH:(9541399 8478
FAX:(954)>a4.4738
1 WEB:www.Nui din84roP=nom
Z INTERIOR
A5
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IMERIOR \\ m D-LL..v
/ \ I 1-H9 X 2-1/2"PHILLIPS CL u CL Q 2 S Q '•"1
FLATHEAD WOOD SCREW
p� vii ^5
3-49 X 3/4"PHILLIPS Z Q
hO �
EXTERIOR FLATHEAD WOOD SCREW p Z Q
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14 USE 3/4"LENGTH FOR 6'-8"DOORS
USE 1"LENGTH FOR 8'1 DOORS W T
1 MEETING STILE HINGE JAMB ° °
5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR
F
t-
REMARKS BY DATE
Add Multi-Point Lack GL 06/17/14
u ALL'OTBECRoENP IN ROAR,lx(
WHO OR PART
OOUT-B.ADGIID NT DID UILDING 0$01 INC.
ANiAuoxs.ADwNDxs.HIGHDITTEGA
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TOF
O. 'AUTHORUA NO.M73
�HOPPE MULTI—POINT LOCK
3-#8X2"PFH 13-118 X 13/8"PFH 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DATE:
1-MULTI-PT LOCK STRIKE PLATE / (6-8 UNITS) 02.05.14
15-#8 X 1 3/8"PFH DWG. Y: CHK. Y:
DETAIL AS (8-0 UNITS) GL/TJM SS�MSS
HOPPE MULTI-PT LOCK COMES WITH HARDWARE SCALE: NTS
FASTENING DWG.#:A010834A
SHEET: OF9
5
PREPARED BY:
1"MAX. 1"MAX, 1"MAX. BUILDING DROPS,INC.
_ 1"MAX. 398 E.DANIA BEACH MVD.,STE,sen
4"AIRSPACE DA NIA BEALN,FLBBC61
3/4"AIRSPACE 3/4" 3/4"AIRSPACE I I l 3/4"AIRSPACE PH:1(94)44 738
I� INTERIOR I I 6 y fnx:(954)44
INTERIOR I I 6 INTERIOR 6 wen:W.w..wua�msa."Ps.mm
INTERIOR I 6
1/8"TEMPERED GLASS
mz m z m gmN 1/8"TEMPERED GLASS 8TEMPERED GLASS mr 1/8"TEMPERED
PERED GLASS
SILICONE SILICONE � m SILICONE
BUTYL BUTYL SILICONE wI,
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EXTERIOR XERR
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EXTERIOR O °p
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REDI-SEAL REDI-SEAL Z
REDI-SEAL 2 Ur
)6'-8" GLAZING DETAIL 28'-0" GLAZING DETAIL FLUSH GLAZE DETAIL r4fGLAZING DETAIL a a z
6 20 1/2"MAX.D.L.O.WIDTH6 20 1/2"MAX.D.L.O.WIDTH 6 23 7/8"MAX.D.L.O.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS lZ7 ?'
62 1/2"MAX.D.L.O.HEIGHT 78 1/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT ONLY IN 6'8"UNITS AT DP+/-50 PSF W ✓"
I--1
Wa
i--
REMARKS BY DATE
Add MDIti-Point Lack GL 06/12/14
IS INE I"UPERIY OF DO WING ONO .
tiD9NA lN0i Bf RFPRODU HOIF Ua PA.
WITHOUT
WITHOUT WRITTEN CONSENTOf BURRING DROR,INC.
ONS,HIGNLIGHI WG,ON DIMH
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DATE: 02.05.14
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GL,TJM SS/MSS
SCALE: ,NTS
DWG,a:A010834A
NOTE: SHEET: OF9
FRACTIONAL GLAZING,INCLUDING INTERNAL GRI D,BLINDS
BETWEEN GLASS,DECORATIVE,EXTERNAL AND INTERNAL �•.
WROUGHT IRON AND RADIUS(SHAPED)LITES ARE APPROVED `hJ
IN ALL GLAZING DETAILS SHOWN ABOVE.
PREPARED BY:
BUILDING DROPS,INC.
398 E.DANIA BEACH BIVD.,SIE.338
DANIA BEACH,Fl 33D
PH:IS.)99 A4>A
FAN:(954)i44.4718
WEB:www.huildinBdrpp..com
O In
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2X WOOD BUCK
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MAX. EDGE DIST.
WOOD ANCHOR SHIM SEE TABLE SHEET REMARKS BY DATE
SEE TABLE ON SHEET 2 MIN.EMBED. Add multi-Paint Lock GL 06/12/34
SEE TABLE SHEET 2
HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL
7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING RrvD
ENDURA ZAIL4565F H��nosxau rio'ue`xeo:oouc wxon�sx'iN`
-OUT MINEN CONRENT OF BUILDING DROM.INC
AUUKA I IOM.AUDI I IDNS.NIGHUGHI ixG.ON OI HER
WOOD ANCHOR WOOD ANCHOR ABDN uMr�rr,MVJNDT PERMITTED IND
SEE TABLE ON SHEET 2 SEE TABLE ON SHEET 2 G `��S F. O/////
SILICONE SILICONE `�(vQ'.•'
w w w w 2X WOOD BUCK =*'
za fl T TEq
2X WOOD BUCK ••., „••'
MIN. MIN. 39e E.DAI
A It
EDGE DIST. EDGE DIST. ERT.or AUTHOR'EAno9 No.-1.
SEE TABLE SHEET 2 SEE TABLE SHEET 2
OPERABLE SILL OPERABLE SILL
7 OUTSWING 7 HIGH BUMP OUTSWING DATE: 02.05.14
AFCO 1-2297 AFCO H-497
DWG. V: CHK. Y:
GL/TJM SS/MSS
SCALE: NTS
DWG.n:A010834A
E>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SHEET: OF9
SECTION OF HEAD OR IAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 7
PREPARED BY:
BUILDING DROPS,INC.
398E.DANIA BEACH BLVD.,SIE.338
DANIA BEAU1,FL 33004
PH:(954)M 8478
FAX:(954))44.4738
WED:waw.Huildin8dm0X[om
J -O
mw
z H 0 I n�
i p a
p o�°�°m
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MIN. ///-1X WOOD BUCK
EDGE DIST. / (OPTIONAL) p Q m
SEE TABLE SHEET N= �,r. / SILICONE CONCRETE ANCHOR p� tF mg
z o w SEE TABLE ON SHEET 2 CL Z z
CONCRETE ANCHOR Z
SEE TABLE ON SHEET 2 H z�
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MASONRY z
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(OPTIONAL) % I L"
I './ 0.25" CONCRETE MIN. F–
o rn J ---�MAX. / EDGE DIST.
CONCRETE ANCHOR SHIM MASONRY SEE TABLE SHEET REMARKS BY DATE
CONCRETE MASONRY BY OTHERS
SEE TABLE ON SHEET2 BY OTHERS/ Add MUIB-Paint lock 6L 06/32/34
MIN.EMBED.
SEE TABLE SHEET 2
HEAD (TYPICAL) 0 JAMB (TYPICAL) OPERABLE SILL
8 OUTSWING SHOWN-INSWING SIMILAR 8 OUTSWING SHOWN-INSWING SIMILAR 8 INSWING HINDOCUm HI.Ilk INGDRUM,INC.
ENDURA ZAIL4565F AND SHAD NOI BE HL IDiouuao lre�DvmOLL OR PARI
WITHOUT WRIITEN CONCENT OF BUILDING DROM,INC.
A DONS.AURIONS.HIG IING,OH01—
CONCRETE ANCHOR
ne.1.1 To MI DOcuXn ENOT PERmrtiED ANO
T�J
SEE TABLE ON SHEET 2 \\\\ S F.
CONCRETE ANCHOR `\\ � `�tNO• /�'
SEETABLE ON 5
HEET2 SILICONE `N�Q'1�(O/j
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d U3 SILICONE 'i•;a cw Lo
a <Qa -CONCRETE/ CONCRETE/ O •; QP,��/C/
In MASONRY ,n MASONRY i
BY OTHERS BY OTHERS
MIN. MIN. 13p�NO.7 `\\\
398 E.DAPI//ij•('�q�d\TF.318
EDGE DIST. EDGE DIST. rSPE CERT.orI AUTnDROATIONNNO.39578
SEE TABLE SHEET 2 SEE TABLE SHEET 2
OPERABLE SILL rT� OPERABLE SILL
8 OUTSWING $ HIGH BUMP OUTSWING DATE: 02.05.14
AFCOJ-2297 AFCO H-497
DWG. Y: CHK. Y:
GL/TJM I SS MSS
SCALE: NTS
DWG.n:A010834A
I OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SHEET: OF 9
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 8
PREPARED RV:
BILL OF MATERIALS A
ITEMH DESCRIPTION MATERIAL 17 HOPPE MULT-POINT LOCK /,;,\
FINGER-JOINTED PINE BUILDING DROPS,INC.
SOLID PINE
398 E.DANIA BEACH pLVp.,51 E.1]R
1 FRAME HEAD/JAMBS LAMINATED VENEER DANIA BEACH,FL33CCl
LUMBER OQ PN:1954)399 P79
fAM:19541744.5738
COMPOSITE wEB:.ww.nmm�RaIDPunm
ASTRAGAL,ENDURA ULTIMATE HURRICANE = Q c
2 6063-T6 ALUMINUM
(SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS)
3 (NOT USED) Lu
4 ENDURA ZAIL4565F THRESHOLD ~ o m b
Q o�ONm°m
5 -4-— I.
AFCO 1-2297 THRESHOLD - Of
6 1"O.A.IG TEMPERED NON-IMPACT GLASS - ti a O ,^.� i LL
o� _j mg
7 AFCO H-497 THRESHOLD - o
2
URETHANE FOAM&
DO
B WEATHERSTRIP POLYETHYLENE Z Z
9 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE (y
® a ¢ Z�
10 2K WOOD(S.G.MUST BE 0.55 OR GREATER) WOOD ,_ HANDLE F
ro o HEIGHT 1 LO
W Z h'
11 1K WOOD(S.G.MUST BE 0.55 OR GREATER) WOOD zoo O L3-1
0 Z c
12 1110 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL 3 0
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(.T•I"A
13 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL ui
3
14 RUTT HINGE(SEE SCHEDULE SHEETS) 9 O
- r U
15 KWIKSET LOCK SERIE5400STEEL +o REMARKS BY DATE
16 KWIKSET DEADBOLT SERIES 780 STEEL 'o O I Add Multi-Point Lock GL 06/12/14
HOPPE MULI-POINT HARDWARE HLS9000
17 (SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) STEEL
a
18 ODL LIPLITE KIT(NI) PLASTIC
umwn.IHE'ROPLRIro BUILDINL:Onar,mc
19 FLUSH GLAZING LEG FIBERGLASS ND spuL rvoI BL RNwouun0SIN WHOLt CR PARI
WNHOUT WRRTEN CONSENT Of BUILDING DROPS,INC.
20 ODL LIPLITE KIT(RADIUS LITES) PLASTIC AIIENAero S.ADDI cum5' UGHIMG.01O nn0
-T:'4yG t• O
. �. TT 9x •�,
1-1 LT
0.63" o Z
Tom• '
198 E.ONIA .F lfE`3IB
AU NORIWIO NO.M78
O FRAMEsEE HEAD/
AMBS O ENDM Nunn STRAGAL O ENDURA ZAIL4565F THRESHOLD O AFCO J-2297 THRESHOLD O AFCO H-497 THRESHOLD
0.06" I o DATE: 02.05.14
DWG. Y: CHK. Y:
GUbM SS MSS
I I I 5.6z^
4.56" I' SCALE: NTS
4.563" 4.62"
DWG.a:A010834A
SHEET: OF9
9
398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
Dania Beach, FL 33004
A Perfect Solution in Every Drop
954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
JELD-WEN, inc.
Design Pro / Smooth Pro Full Lite
Non-Impact
For use outside the High Velocity Hurricane Zone (HVHZ)
for
Florida Product Approval
.porn No. 274-5
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 in the High Velocity Hurricane Zone
Material: Fiberglass
Product Dimensions: 6'-0"X 6'-8"(Nominal)
6'-0"X 8'-0"(Nominal)
Prepared For: �+++++ir,,,���
.GELD-WEN, hoc. S F.
3737 Lakeport- Blvd.
Klamath Falis, OR. 97601
o. 7 _
Prepared by:
11r�a1es F. X10+c'a 0 1 .1�. ; -t3 T T -
Florida Professional Engineer#73778 �,c� '�O OP;:' _���
Date: 09/22/2014
Contents: ���ii 9/0
N�
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 15:22:43-04'00'
BUILDING DROPS
' A Perfect Solution in Every Drop Date: 09/22/2014
1
Certificate of Authorization:29578 Report No: 2745
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)
6'-0"X 6'-8" (Nominal)
6'-0"X 8'-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 A010834A,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 A010834A require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions A010834A for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 4
BUILDING DROPS
M1 A Perfect Solution in Every Drop Date: 09/22/2014
t Report No: 2745
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:
NCTL-210-3918-01 10/04/13
NCTL-210-3924-02 12/18/13
SJ W 2013-234 12/09/13
SJW2013-235 11/26/13
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
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. Quality Assurance Entity
National Accreditation&Management Institute
(FBC Organization#QUA1789)
Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 4
BUILDING DROPS
A Perfect Solution in Every Drop Date: 09/22/2014
Report No: 2745
Certificate of Authorization:29578
Installation: 1. Approved anchor types and substrates are as 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
the wood substrate.
B. For concrete (Min.Fc=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
embedment of 1.25" into concrete or masonry.
C. For concrete (Min.f'c=3000 psi)or masonry(Conforms to ASTM C90)substrate where
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 (A010834A)for anchor spacing and more details of the installation
requirements.
Design Pressure:
MAX. OVERALL DESIGN PRESSURE (PSF)
NOMINAL SIZE MISSILE
CONFIGURATION INSWING OUTSWING IMPACT
WIDTH HEIGHT RATING
POS. NEG. POS t�JE'.
xx (i'-0" 6'-8" 50" 50 SO" 50 'NON-IMPACT
XX RADIUS 61
-0" 6'-8" 503 50 NON-IMPACT
XX 61-0" 8'-0" 50'" 50 5W 50 1 NON-IMPACT
Hermes F. Norero, P.E.
Florida No.73778
Page 4 of 4