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Y Product Approval Menu>Product or AD licatlon Search>Application List>Application Detail SEP .3 0 6010
�,,�, ,� �•-- FL# FL16674-R14 permDeartmentitting p
St.Lucie County
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPll6e ,iewed and ratified by
the POC and/or the Commission if neces5 d1'V
2,1
Comments
Archived _
REVIEWED FOR
Product Manufacturer )ELD-WEN CODE COMPLIANCE
Address/Phone/Email 3737 Lakeport Blvd e /�
Klamath Falls, OR 97601ST. LUCIE COUNTY
fbcl eld-we36 " "'C/ S®CC
fbcl@jeld-wen.com
Authorized Signature Rylee Sumner Fricks
fbcl@jeld-wen.com
Technical Representative ]ELD-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
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
ASTM E1886 2005
ASTM E1996 2006
ASTM E283 2004
ASTM E330 2002
TAS 202 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
hftps://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS6elYO8f3ShBDt764RD9356C7OQhHPYltDEQ%3d%3d 1/4
9/28/2020 Florida Building Code Online
,n
Date Submitted 12/12/2019
Date Validated 12/13/2019
Date Pending FBC Approval
Date Approved 12/16/2019
Date Revised 07/06/2020
Summary of Products
FL# Model,Number or Name Description
16674.1 A Design Pro/Smooth Pro/Studio Single(X)Impact Opaque Fiberglass Door,3'-0"x 6'-8"and
Fiberglass 3'-0"x 8'-0",Inswing and Outswing f
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16674 R14 C CAC NI011919.01-Rll.pdf
Approved for use outside HVHZ:Yes FL16674 R14 C CAC NI011919-Rll.pdf
Impact Resistant:Yes
p Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2026
Other:.,,,. Installation Instructions
FL16674 R14 II 16674.1 SS 2019-10-01.pdf
Verified By: Hermes F. Norero, P.E. 73778 j
Created by Independent Third Party: Yes
j - Evaluation Reports
FL16674 R14 AE PER6264.2 SS 2019-10-Ol.pdf
Created by Independent Third Party:Yes
j 16674.2
r'Design Pro/Smooth Pro Fiberglass Single(X)Impact Glazed Fiberglass Door,3'-0"x 6'-8"and 'i
I X-0"x 8'-0",Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16674 R14 C CAC NI011918.01-Rll.odf i
I Approved for use outside HVHZ:Yes FL16674 R14 C CAC NI011918-Rll.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2026
Other: Installation Instructions
FL16674 R14 II 16674.2 SS 2019-10-Ol.pdf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports I
FL16674 R14 AE PER6265.2 SS 2019-10-Ol.pdf
Created by Independent Third Party:Yes '•
116674.3 C Design Pro/Smooth Pro/Studio Double(XX) Impact Opaque Fiberglass Door,6'-0"x 6'-8"and
Fiberglass 6'-0"x 8'-0",Inswing and Outswing t
i Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16674 R14 C CAC NI011916.01-R13.odf
Approved for use outside HVHZ:Yes FL16674 R14 C CAC NI011916-Rll.pdf j
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2026
Other: Installation Instructions i
i FL16674 R14 II D015696-DP SP OPQ LMI ASTM XX FBC SS
2019-12-12.pdf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports +
FL16674 R14 AE PER6266.2 SS 2019-10-Ol.pdf
Created by Independent Third Party: Yes T
16674.4 D Design Pro/Smooth Pro Fiberglass 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 R14 C CAC NI011917.01-RIO.pdf i
Approved for use outside HVHZ:Yes FL16674 R14 C CAC NI011917-Rll.pdf
I Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+50/-50 03/30/2026
Other: Installation Instructions
FL16674 R14 II D015697-DP SP GLZ LMI ASTM XX FBC SS
l 2019-12-12.pdf
Verified By: Hermes F. Norero,P.E. 73778
f Created by Independent Third Party: Yes
t Evaluation Reports
FL16674 R14 AE PER6267.2 SS 2019-10-Ol.pdf
Created by Independent Third Party: Yes
674.5 E Design Pro/Smooth Pro/Studio Single with side lite(s) (X,O/O,X/O,X,O)Impact Opaque
Fiberglass Fiberglass Door, 9'-0"x 6'-8"and 9'-0"x 8'-0",Inswing and
i Outswing
I Limits of Use Certification Agency Certificate
https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsHepng4%2fS6el YO813ShBDt764RD9356C7OQhHPYl tDEQ%3d%3d 2/4
9/28/2020 Florida Building Code Online
.' Approved for use in HVHZ: No FL16674 R14 C CAC NI011922.01-1112.pdf
Approved for use outside HVHZ:Yes FL16674 R14 C CAC NI011922-R12.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: N/A 03/30/2026
Other: Installation Instructions
FL16674 R14 II 16674.5 SS 2019-10-Ol.pdf
Verified By: Hermes F. Norero, P.E.73778
Created by Independent Third Party: Yes
Evaluation Reports
FL16674 R14 AE PER6268.2 SS 2019-10-Ol.pdf
iI Created by Independent Third Party: Yes
16674.6 F Design Pro/Smooth Pro Fiberglass Single with side lite(s) (X,O/O,X/O,X,O)Impact Glazed i
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 R14 C CAC NI011924.01-R10.pdf i
Approved for use outside HVHZ:Yes FL16674 R14 C CAC NI011924-R11.09f
Impact Resistant:Yes FL16674 R14 C CAC NI013412-R5.pdf '
Design Pressure: N/A Quality Assurance Contract Expiration Date
I Other: 03/30/2026
Installation Instructions
FL16674 R14 II 16674.6 SS 2019-10-01.pdf
Verified By: Hermes F. Norero, P.E.73778
Created by Independent Third Party: Yes
Evaluation Reports
j FL16674 R14 AE PER6269.2 SS 2019-10-Ol.pdf
I Created by Independent Third Party: Yes
166r 74.7 G Design Pro/Smooth Pro/Studio Double with side lite(s) (XX,O/O,XX/O,XX,O)Impact Opaque i
Fiberglass 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 R14 C CAC NI011914.01-1111.pdf
Approved for use outside HVHZ:Yes FL16674 R14 C CAC NIO11914-R12.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
' Design Pressure: N/A 03/30/2026
Other: Installation Instructions
FL16674 R14 II D015700-DP SP OPQ LMI ASTM OXXO OXX
FBC SS 2019-12-12.pdf
Verified By: Hermes F. Norero, P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL16674 R14 AE PER6270.2 SS 2019-10-01.pdf
Created by Independent Third Party: Yes
i 16674.8 H Design Pro/Smooth Pro Fiberglass 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 j
Outswing
Limits of Use Certification Agency Certificate
!!!I Approved for use in HVHZ: No FL16674 R14 C CAC NI011915.01-RlO.pdf '
Approved for use outside HVHZ:Yes FL16674 R14 C CAC N1011915-Rll.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
( Design Pressure: N/A 03/30/2026
Other: Installation Instructions
FL16674 R14 II D015701-DP SP GLZ LMI ASTM OXXO OXX
FBC SS 2019-12-12.pdf
Verified By: Hermes F. Norero, P.E.73778
Created by Independent Third Party: Yes
Evaluation Reports d• 1
FL16674 R14 AE PER6271.2 SS 2019-10-01.pdf
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 WEED employer.Copyright 2007-2013 State of Florida.::Privacy tatement::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 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 here.
Product Approval Accepts:
09 ® 99 M
hftps://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsHepng4%2fS6e1YO813ShBDt764RD9356C7OQhHPYltDEQ%3d°/"3d 3/4
NOTICE OF PRODUCT CERTIFICATION
X Mf 5 CERTIFICATION NO: NI011917.01-R10
a DATE: 03/25/2014
CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
hC' k ,, 4 CODE: 1822-1
REVISION DATE: 05/21/2019
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.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 Impact
3737 Lakeport Boulevard Approved/Studio"Fiberglass Glazed
Klamath Falls, OR 97601 In-Swing or Out-Swing Side-Hinged Doors
Configuration:XX
Glazing:IG-1/8"Tempered Glass/Laminate-1/8"Annealed
Glass/0.090"Solutia PVB Interlayer/1/8"Annealed Glass
IS Frame: W-1879mm(74.00") H-2487mm(97.93")
OS Frame:W-1879mm(74.00") 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: +50/-50 psf
TAS 202-94 Wind Zone 3 -Missile Level D
ASTM E1886-05/E1996-06 Qualifies Configurations:XX
AAMA 1304-02
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3918-O1/NCTL-210-3924-02/SJW2013-234/SJW2013-235/SJW2013-
251/SJW2013-252/SJW2013-253/NCTL-210-3924-01/NCTL-210-3925-03/SJW2014-
032/NCTL-210-3930-01/NCTL-210-3930-02/SJW2014-069/SJW2014-079/W-1669/W-
1705/W-1783/W-1799/W-1861/W-1899/W-1904
Expiration Date: March 30, 2026
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804) 684-5124
Fax: (804) 684-5122
74"MAX.O.A.WIDT PREPARED BY:
®
a 1
5 4
BUILDING DROPS,INC.
1 398 E.OANIA BEACH BLVD.,STE.338
6 DANIA BEACH,F1.33000
WINDOWS & DOORS PH(954399d4]B
W EB:www.bu0dingdmps.mm
DESIGN PRO/SMOOTH PRO FULL LITE -Im= 5 6 Ly
IMPACT APPROVED z INACTIVE 6 ACTIVE o o LU
FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 0 o 3 x 0. o W vO-1 Z o
�C
oz CL W ieLLON
:a p < 3Q=�
,r oa viw
GENERAL NOTES: z ZO w x
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT
INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE 3 4 ] > Z W°
(FBC),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: 4 4 4 a J Q o
• ASTM E283-04 X11 TYP.ELEVATION 1 J V
• ASTM E330-02 1 Bd•DDO0.HEIGM vt n
• ASTM E1886-05 W Q i
• ASTM E1996-06 74"MAX.O.A.WIDT
• AAMA1304-02 4 1 } W
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE 0�- ^�
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE r
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF rr ,✓
INSTALLATION. a REMARKS BY DATE
3
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR dd MUlti-Point Lock&Radius Lt GL06/23/1
/ \ 6 -
ASPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED Refnr..DWG.NA010854AAM09/04/19
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS 1
s
DOCUMENT. \W O
_ ~
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT n'.�w S-te '0' NOTAEfLEETAGNA WN=N3MAAWE
RESISTANCE FOR WIND ZONE 3 OR LESS. O1 nO o M IFSRE CDNDmons uusE wsrAwmoxro DfvE4]E
°I INACTIVE 9 ACTIVE O EAOM-QUDIEMENRDE]AnEDHEREIN.AUCEN9ED
y+ w a ENGINEER DBARCN ��.yjl8(EE�¢ARE3RE SFECIFK
z t7 LL t7 DMUME V MEM.
S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEETS FOR GLAZING DETAILS. 3 z z„'r, 7
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN =)un O
GLASS,DECORATIVE,EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)LITES.. 0 F= \ / s •: \•E..S . 'p''�j
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 A'
MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BYL]
" 'O S A OF
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH_OH HEIGHT IS 21.0 "
X21 TYP.ELEVATION 23 eL AE � ] tE: 11n
1 B'-0'DOOR HEIGHTFBPE CfBT.OFANHOAWTIDNND.]95]B
TABLE OF CONTENTS NOTE:
SHEET REVISION SHEET DESCRIPTION rero
INACTIVE AND ACTIVE DOOR PANEL I lesson:
signed p Hermthises F No
ete:20I .1 approving52-5'00'document
ORIENTATION IS INTERCHANGEABLE. ate:2019.12.1213:28:52-05'00'
1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES
DATE: 02,05.14
2 A TYPICALANCHOR LAYOUTS AND NOTES MAX.OVERALL DESIGN PRESSURE(PSF) DWG. Y: CHK. Y:
3 - OPTIONAL 2X BUCK ANCHORINGDETAILS NOMINAL SIZE MISSILE
CONFIGURATION IMPACT GL TJM SS MSS
INSWING OUTSWING SCALE: NTS
4 - VERTICAL ASSEMBLIES WIDTH HEIGHT RATING
POS. NEG. POS. NEG.
5 A HORIZONTAL ASSEMBLIES XX 6'-0" 6'-8" SO' 50 50• 50 LMI&SMI DWG.n: D015697
6 A GLAZING DETAILS
XX RADIUS 6'4" 6'-8" 60' S0 50• 50 LMI&SMI SHEET: OF 9
7 - WOOD SUBSTRATES
XX 6'-0" 8'-0" SO• 50 50• SO LMI&SMI
8 - CONCRETE SUBSTRATES
'SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
9 A COMPONENTS&BILL OF MATERIALS
INSTALLATION NOTES:
PREPARED BY:
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
CONSTRUCTED Of HIGH DENSITY PLASTIC OR BETTER. SEE TABLE 74"MAX.O.A.WiDTI
398 E.OANIA BEACH BLVO.,STE.330DANMBEACH,FL33000
FOR QTY. PH:(954j3%M7B
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO11/2"TYP FAX:(95C)144.4138
STUCCO,FOAM,BRICK VENEER,AND SIDING. 3"TYP. 3"TYP WEB:w b"ildl"0dropi.mm
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL u W
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR GZ — - __ — G2
MANUFACTURER'S INSTALLATION INSTRUCTIONS. c; y.� J O
i O Z o
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR Tn Cl o m M.
JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE i j Z w¢;-f
SHELL OF BLOCK. r ' I i a 0 Ln S=
Z� to r
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK w w w I j w O a n a
CONCRETE/MASONRY CONSTRUCTION. m ti w F i � F 0 x
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE l7 5 0 ¢ x
FOLLOWING PROPERTIES: 3i Z ��O i z a w o
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55.
B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. j H w I O I I ¢ O
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH O is In ! I N H U
OF 2DOO PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 g W Z
PSI. % j O < 9-
o
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH n: I f1
OF 2000 PSI.
B. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR INE ACT E
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 A2
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 3"TYP. A2 keldMGltl-PolntLock&RddIBSL GL 06/13/1
D2 3"TYP. D2 Reference DWG.#A010854A 09/04/19
ANCHOR TABLE (:LTYP.ANCHOR LAYOUT
6'2'ORW 'DOORHEIGM
6'B"DOORS 8'0"DOORS NDMAYNDTREFLECrA ALC0NDn1pNSF0RA5pE[li
SRF.IF SUE WNDMCNS CAUm INSTA0ATXIN W DEVNTE
iROMTIE R[DU@EMEHISDETAREO HEREW.AUr2NSE0
ANCHOR MIN. MIN.EDGE #OF #OF MGNCHORS AT
IHEERORA oARE SRE W.
ANCHORTYPE SUBSTRATE MAX.O.C. MAX.D.C.. DOCUMF RN'MB MEM.
SIZE EMBEDMENT DISTANCE ANCHORSAT
SPACINGAT HEAD/SILL SPACINGAT HEAD/SILL �` Q
JAMBS CLUSTERS IAMBS CLUSTERS ��� ;•' i��,
E
WOOD SCREW #10 2X WOOD BUCK 1-1/2" 3/4" 17-1/2" 4 17-1/4" 4 ,•0 S••I �0 '
OR FRAMING N
INACTIVE AND ACTIVE DOOR PANEL w'�' 7 7
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 4 17-1/4" 4 ORIENTATION IS INTERCHANGEABLE.
SA OF ea
ELCO ULTRACON 1/4" CONCRETE/CMU
1-3/8"
31 4�„�M�' 1" 17-1/2" 4 17-1/4" 4 O IDP•'
cis
ITW TAPCON 3/16' CONCRETE/CMU 1-1/4" 1" 11-5/8" 8 14-3/8" fi 'lve 1. i�.rrLDel.
`
FBPE CERT.ONGutABOEiNaOwd�FPYA3TgjONdRN0.n57•
2•#12X3"PFH B2
SCREW C2
1-STRIKE PLATE E2
HOPPE#1955040 2-#B X 3"PFH F2
1.TOP ASTRAGAL
NOTE: SCREW 1-STRIKE PLATE 1-STRIKE PLATE �L
HOPPE#2098945 STRIKE PLATE HOPPE#1965090 DATE: 02,05.14
INSERT PLUG 2-#8 X 3"PFH
INTO BED OF SILICONE L F2 scREwS DWG. Y:
o^o. DETAIL C2 TYP.ASDETATRAGAL DETAIL L.
DETAIL I2 GL�TJM SS'M SS
TYP.ASTRAGAL } oa MULTIPOINT DETAIL H2 TYP.TOP ASTRAGAL/ SCALE: NTS
INSERT PLUG WITH STRIKE LOCATION TYP.TOP ASTRAGAL MULTI-POINT STRIKE
DETAIL B2 1-BOTTOM SH00T 2-#9 X 2 1/2'PFH MULTI-POINT ONLY STRIKE PLATE o H2 LOCATION DWG.Is: D015697
ASTRAGAL ONLY INSERT PLUG BOLT INSERT PLUG PFH SCREWS STRIKE LOCATION LOCATION 12
W/STD.REINFRRCEMENTPLATE (INSTALL IN SILICONE BED (INSWING ONLY) DETAIL E2 1-ASTRAGAL ONLY 4-#9%2112"PFH 2-#9X21/2"PFM SHEET: OF9
UNDER REINFORCEMENT PLATE) ASTRAGAL ONLY STRIKE STRIKE PIATe PFH SCREWS SCREWS -
�INSWING SILL SECTION VIEW PLATE FROM (FUTSWING SILL SECTION VIEW L'�l HEAD SECTION VIEW 2
SFE OLTAIL 0I ORCXABOVE HARDWARE KIT SEEOETAII EZ DRRAmw INSWINGSHOWN OOr3WING 5IMUR
PREPARED BY:
BUILDING DROPS,INC.
398 E.DANIABFACH BLVD,STE.338
OANIA BEACH,FL33DDE
Pit:(990399 wa
FM(95R)744.4938
n' WEB:w bu0dingdrops-
4 2/z"TYP. 4 1/z"TYP: � .
11/2"OFFSET TYP. W
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WO O Q i
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REMARKS BY DATE
dd Multi-Point Lock&Radius GL 06/23/1
P.ANCHOR LAYOUT ReferenmDWG.NA010854A OB/D4/
POOH M B=IN CONCROUMASONRT
D MAYNDTREf1CrA ALCONDOTONSFORASM
SISE.IFSMWNVMONSCAUS DOTAUMIONTODEVIATE
FROM THE REOUIREV ENTS DETMIED HEREW.A NCEMED
ENGWEER OR ARCH y�.,]]gqEEppARESRE VEW
DOCUME ITH1N5 MEM.
z
i
SEE TABLE 2X BUCK ANCHOR TABLE N 7 7
o� c +* A r
p ..0' 6'8"DOORS 8'0"DOORS "O 5 OF
z z ANCHOR MIN. MIN.EDGE MIN.CENTER �O
w ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT DIST.TO TO CENTER T Q
SUBSTRATE DISTANCE .MAX.O.C. MAX.O.C. // '.
SPACINGAT -SPACINGAT
2X WOOD BUCK INSTALL JAMBS JAMBS �i T37
2X WOOD BUCK ANCHOR PER BUCK ANCHOR TABLE 39coal.l. Am-o
ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4" {BpE CFRT.OFAUINORDAIIOH NO.AS70
ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/B"-CONC: 1" 4" 25" 30-1/4"
�2X WOOD BUCK INSTALL. 2X WOOD BUCK INSTALL. 1-1/4"-CMu
DIOSS SECFIDN IIDE VIEW
DATE: 02.05.14
D
NOTES: WG. Y: CHK. Y:
GL�TJM 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 2.
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.a: D015697SHEET: OF 9
3
PREPARED BY:
BUILDING DROPS,INC.
398 E.CIANIA BEACH a-0.,STE.338
DANIA8EA04,R.3300R
FAIj9i�.
p954)3".847.
K-
S4)?MA738
WEB:b.fldmgdmpLwm
LU
to 0.
LL.
0 Q V) 2
8 cc�:b LU -
CL 0 = . v V
INTERIOR EXTERIOR EXTERIOR INTERIOR Z Cc
8 Q.
CL 2
'Ic LZI
4 7 INTERIOR EXTERIOR V)
5 t1_ V)
5
<
0
cc
Q ULI
OPERABLE HEAD
3 OPERABLE SILLOPERABLE SILL
ax
4 OLITSWING SHOWN-INSWING SIMILAR 4 INSWING OUTSWING
L=
REMARKS BY J DATE
- Ndd Multi-Point Lock&Radlul L1 GL 06/23/1
Reference DWG.NA010854A D9/04/19
Film--3
.Dm.N'oW"u ".M
DSmIFRiECCLUIREMENTSWal)HAIN.AUMU
FROM REQUIREMENTS MCE.Sto
[NGBIFERDRABCH RFPARf 511E
SFECtFIC
Dfilk
OCUME
EXTERIOR 7
INTERIOR INTERIOR EJ EXTERIOR
22 N .77
OF
'r� 0 41j
0
OPERABLE ADA SILL OPERABLE SILL 3./
INSWING/OUTSWING OLITSWING RnECEAT.0FAM0BuARoNtSSFB
OPTIONAL AFCO H-497
DATE: 02.05.14
DWG. y'. '
1 CH Y:
B
GL TJM SS'/' SS
SCALE: NTS
DWG.#: D015697
SHEET: 1
41OF9
-
r
PREPARED BY:
HINGESCHEDULE
HINGE DETAIL AT JAMB:
DOOR HEIGHT QUANTITY PLACE#9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP ti
BUILDING NGDROPS,INC.N
4 .
DANIA BEACH,FL33004
PH:(954)39?94]8
FAY:(9541)MA738
1
W Fe:,www.buVdinedmpzmm
p1 2 INTERIOR 8
-. a
INTERIOR \ LU
y> L x LL a N
1 �. 1-#9X2-1/2"PHILLIPS y Q n a
FLATHEAD WOOD SCREW m
Y
3-#9 X 3/4"PHILLIPS
EXTERIOR � FLATHEAD WOOD SCREW VI Wr^10
EXTERIORS a— 0 o
4-#9 PHILLIPS FLATHEAD WOOD SCREW 2 0
14 USE 3/4"LENGTH FOR V-8"DOORS 0 m
MEETING STILE
HINGE JAMB
3 5E1"LENGTH FOR 8'-0"DOORS L] �z
5 OUTSWINGSHOWN-INSWINGSIMILAR 5 OUTSWINGSHOWN-INSWINGSIMILAR
F
REMARKS BY DATE
dd Multi-Point Lock&Radius Lt GL 06/23/1
Reference DWG.NA010854A AM 09/04/19
07
D MAY NDT NVER ACNAI CONdIpNS fOR A YEdF
SDE.IF 5RE C0N ONIONS CAUSE INSTALJAWN M OEV ATE
FROMTHEHQUIREMEN DETMU:DNEMIN.AUaMED
FNOMEFRO0.ARCN BEPMIESDE WECIGIC
DOCUME ItNS MEM.
4-#8 X 13/8"PFH
1-REINFORCEMENT PLATE
8 HOPPE H2512296 �� •�\•E••S••• 'pO�i
N .7 7
SA OF ':
0-c O IOP:
3981.FDANyI�yByFF.A(WpL1fBl��3�FgD1DjE}E.9�0
AUtHORDAMN N0.25518
HOPPE MULTI-POINT LOCK
5 TOP REIN DATE: Q2.O5.14
3-#8 X 2"PFH 13-08 X 13/8"PFH
1-MULTI-PT LOCK STRIKE PLATE / (6-8 UNITS) DWG. Y: CHK. Y:
15-#8 X 13/8"PFH GL/TJM $Sims$
DETAIL AS (8-0 UNITS)
HOPPE MULTI-PT LOCK COMES WITH HARDWARE SCALE: NTS
FASTENING DWG.#: D015697
SHEET: OF 9
5
PREPARED BY:
112r
BUILDING DROPS,INC.
398 E.DANIA BEACH BLVD.,STE.338
DANNeEACIIJU 0M
PH:19501399-8018
W:195017MA738
WEB:-b"8dmgdmpF.mm
J
J O
1"MAX. 1"MAX. 1"MA%. 1/2"AIRSPACE 1"MAX. j m p m ry
1/2"AIRSPACE 1/2"AIRSPACE 1/2"AIRSPACE
�p LTJ OJw
y� CO x�dN
INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTEflIOR EXTERIOR I, --I
1/8"ANNEALED GLASS 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS a n a s
1/8"ANNEALED GLASS W Q
0.090"SOLUTIA PVB INTERLAYER 0.090"SOLUTIA PVB INTERLAYER 1/f m 2 o,
i m z ' z k' 0.090"SOLUTIA PVB INTERLAYER 0.090"SGP INTERLAYER p LI¢,� V) x
1/8"TEMPERED GLASS f,m„ 1/8"TEMPERED GLASS f 1/8"TEMPERED GLASS 3 BY DUPONT V Q 0
h N m 1/8"TEMPERED GLASS o y Q L7
DOW 995 SILICONE DOW 995 SILICONE DOW 995 SILICONE m DOW 995 SILICONE a Z Z W
Z 0 o
N Ur a
p 0 . ;
18 18 19 20 = o
REDI-SEAL REDI-SEAL z.
16'-8" GLAZING DETAIL 2 8'-0" GLAZING DETAIL_ DOW99551LICONE
FLUSH GLAZE DETAIL � GLAZING DETAIL
6 201/2"MAX.D.L.O.WIDTH 6 201/2"MAX.D.L.O.WIDTH 6 23 7/8"MAX.D.L.O.WIDTH 6 FOR OVAL,SUNBURST,AND ROUNDTOPS REMARKS BY DATE
621/2"MAX.D.L.O.HEIGHT 781/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT IN 6'8"UNITS AT DP+/-50 PSF ONLY
dd Multi-Point Lack&Radlusl GL O6/23/1
Reference DWG.NAOIGS54A 09/04/
1"
INTERIOR EXTERIOR
1/8"ANNEALED GLASS
0.090"SOLUTIA PVB INTERLAYER
SEALANT IE°�.FS CDNb oNSuo`%m57�ADgMHE DyM"
1/8"TEMPERED GLASS 5FRGMVMQUWEMENR DEfA.o HFAEIN.A.CERISE.
EALANT uMFAR�
EXGRFPAHES MSFPRECINC
A0
� 7
DOW995
STRUCTURAL S A OF Q
SEALANT
"LAZING DETAIL OPTION ° ; 0 19P. �u�%
G
6 20 1/2"MAX D.L.O.WIDTH
781/2"MAX D.L.O.HEIGHT 93° wNr�' �
3-0X6.8-DP 50 WECERT.OFA-RQ NNO..M
6-0X6.8-DP 60
3-0 X 8-0-DP 50
6-0X8-0-DP 45
DATE: 02.05.14
GL G. TJM SS MSS
SCALE: NTS
DWG.s: D015697
NOTE:
FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BUSHEET: OF 9NDS -
BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRON
AND RADIUS(SHAPED)LITES ARE APPROVED IN ALL GLAZING
DETAILS SHOWN ABOVE. 6 j
PREPARED BY:
BUILDING DROPS,INC.
398 E.DANIA BEACH BLVD.,S 338
DAMA BEACH,FL33004
PH:(950)3994478
FA-(954)7N.4738
WEB:wxnbuOdlnedmPvmm
2X WOOD BUCK >$ Q
J m O p N
N SILICONE WOODANCHOR Irl
G= SEE TABLE ON SHEET 2 C Q (� W a a°0^E
IN.DIST. J %%%% WOODANCHOR Q i cc EDGE
SEE TABLE SHEET 2W C~ % SEE TABLE ON SHEET 2 N ~O
Wig
DO "
W W 2X WOOD BUCK F N d
O
2X WOOD BUCK W
0.25' MIN.
MAX. EDGE DIST. {
WOOD ANCHOR SHIM SEE TABLE SHEET 2 j
SEE TABLE ON SHEET 2 MIN.EMBED, ly
SEETABLESHEET2 F
F
HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL REMARKS BYJ DATE
OUTSWINGSHOWN-INSWINGSIMILAR 7 OUTSWINGSHOWN-INSWINGSIMILAR 7 INSWING dMulti-Point Lock&Radltmit GL 06/23/1
Reference DWG.8A030854A A 09/04/1
WOODANCHOR WOODANCHOR
SEE TABLE ON SHEET 2 SEE TABLE ON SHEET 2 WOODANCHOR
SEE TABLE ON SHEET 2
Fi
,,s'•: aJ,^ek3' UNODNDRONS EQ
SILICONE SILICONE SILICONE srtDsrtEwnDM0MtmnoNT0DEVT
E
LMEPEODMENETA — HfD
C W e++) :, L�a:� G W i:,%S•�irti.. O t', ENGINDONME ARf71 BEEAP[S WE IX
wm W 2X WOOD BUCKW J 2X WOOD BUCK ``\`� •• Q ''`',
g 2i
fw � EW V Q
W 2X WOOD BUCK N N N 7 7
MIN.
EDGE DIST. OF
MIN. MIN. SEE TABLE SHEET 2
EDGE DIST. EDGE DIST. Q� O 19P;•• �[/�
SEETABLESHEET2 SEETABLESHEET2ER
4 OPERABLE SILL ($:) OPERABLE SILL Q ADA THRESHOLD �394c
7 OUTSWING 7 HIGH BUMP OUTSWING 7 —E EERT.oFAUTHORDAnox Ho.ss47e
AFCO H-497
DATE: 02.05.14
DWG. Y: CHK. Y:
GL TM
SS MSS
SCALE: NTS
DWG.JI: D015697
OPTIONALLY,ANCHOR CAN RE PLACED IN NARROW
SHEET: O F 9
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
PREPARED BY:
BUILDING DROPS,INC.
398 E.DAN 1A A BLACH BLVD,STE.330
DANIA BEACH,H.33004
PH:I954)3988478
FA'(954) A738
WER,—.b. Ind,,pic—
IX WOOD BUCK
MIN, (OPTIONAL) CONCRETEANCHOR
EDGE DIST. SILICONE SEE TABLE ON SHEET 2 > g
SILICONE -0
SEE TABLE SHEET 2
u-
CONCRETE ANCHOR C)UZI uj
SEE TABLE ON SHEET 2
CL 0
pct Ix
pC F-CL
CONCRETE/
co
MASONRY
ZIL I BY OTHERSCL HID In'-w CA
1X WOOD SUCK tz
Z... ... (OPTIONAL) w
MIN.
25EDGE CONCRETE/ DIST. Ell z
ID MAX.SHIM
MASONRY SEE TABLE SHEET 2. C
BY OTHERS u
CONCRETE ANCHOR CONCRETE/MASONRY BY OTHERS
SEE TABLE ON SHEET 2 MIN.EMBED.
SEE TABLE SHEET 2
HEAD (TYPICAL) r2- JAMB (TYPICAL) RABLE SILL fi
OPE
8 OUTSWING SHOWN-INSWING SIMILAR 8 OUTSWING SHOWN-INSWING SIMILAR \IJU INSWING REMARKS BY DATE
Add muld-PcInt Lack&Radius Lt GL
- —2/23/1
Reference LANG.OACIO954A AN!25n
CONCRETE ANCHOR CONCRETE ANCHOR
SEE TABLE ON SHEET 2 SEE TABLE ON SHEET 2
SEE 13�
CONCRETE ANCHOR
SILICONE SILICONE
SEETABLE ONSHEET2
6 SIM lFSnCCK0M0MCAV%B-�MNT0DEiAAlt
SILICONE FRDM
'A �.AOA
A 4 m
4 q
CONCRETE
~ CONCRETE/
MASONRY/
MASONRY MASONRY
BY OTHERS BYOTHERS BY OTHERS
N
MIN. MIN
MIN. EDGE DIST. EDGE DIST. OF
tr
EDGEDIST. SEE TABLE SHEET 2
SEE TABLE SHEET 2 .:
SEE TABLE SHEET 2 0;k%, o 4,
rADA 4f-� OPERABLE SILL OPERABLE SILL r6 THRESHOLD
OUTSWING HIGH BUMP OUTSWING
\JU \IJU AFCCI H-497
DATE: 02.05.14
DWG. CHK. Y:
G TjM SS MSS
SCALE: NTS
DwG.#: D015697
SHEET: OF9
OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 8
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
z
BILL OF MATERIALS PREPARED BY:
ITEM# DESCRIPTION MATERIAL 17 HOPPE MULT-POINT LOCK -- -•
FINGER-JOINTED PINE BUILDING DROPS,INC.
SOLID PINE FRAME HEAD JAMBS 398 E.DANU\BFACH 38 IIVO,sTE-3
1 FRAME HEAD/JAMBS 1 HEAD/JAMBS BEACH,F1.3300E
LAMINATED VENEER VARIES,SEE BOM AT LEFT PH:(954JM9d 78
LUMBER FAN:(954)]MMA738
swv.bD1141ng4roDs.ran
COMPOSITE WEB:
ASTRAGAL,ENDURA ULTIMATE HURRICANE % VI
2 (SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) 6063-T6 ALUMINUM
3 (NOT USED) - '�- / H F o m
4 THRESHOLD - I In
(--4.56". O W Q
5 THRESHOLD - LL a v
6 (NOT USED) _ O a O S 6
7 AFCO H-497 THRESHOLD - O Q _1 x
8 WEATHERSTRIP URETHANE FOAM& O ENDURA ASTRAGAL ® a
POLYETHYLENE ALUMINUM O° Z
® a- Q
9 NON-COMPRESSION SHIM(0.25"MAX.TH K.) COMPOSITE d 2
10 (NOT USED) WOOD ,_ HANDLE
0.06" m 4 HEIGHT O W Z
11 (NOT USED) WOOD 'a �co 0 cm LLJ
Z
12 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL ^' rMJ, 3 O 3
vi d
13 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL ^m O Pa) J
14 BUTT HINGE(SEE SCHEDULE SHEET 5) - 1.78" 6 @ F U
15 LOCK SERIES 400 STEEL REMARKS BYJ DATE
16 DEADBOLT SERIES 780 STEEL4 O dd Multi-Point Lock&Radius l GL06/23/1
69,
HOPPE MULI-POINT HARDWARE HLS9000 B. Reference DWG.#AO10854A AM 09/04/19
17 (SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) STEEL
18 ODL LITE KIT(LMI) 6063-T6 ALUMINUM O LD'
0
19 FLUSH GLAZING LEG FIBERGLASS
D WY NOT REFLECEARUAL CLNorBOM FORAWEOFI
Fri
SM IF SITE CONDITIONS CAUSE INSTAUATIONTO DCVIATE
FROM INE REOUIRENIENTI DETARED HEREW.A UCFNSED
20 ODL LIPUTE KIT(RADIUS LITES) PC ABS ENOINEERoR ARa ERRE snEWEONc
DO[UME MEM.
21 PU DOOR CORE �%
22 ADATHRESHOLD
�* N .77
SA OF
0.63" i O� O (QP"'•Of
%RFs NC5,
1��))
Ea
7a �
OTHRESHOLD O THRESHOLD O AFCO H-497 THRESHOLD 22 ADA THRESHOLD FBPECEFT.OFA RUTIONN0.2957E
� _ o
DATE: 02.05.14
DWG, V: CH
4.56" K. Y:
�- 5.00" -� G L/TJ M SS/MSS
t�
`4.62"--( SCALE: NTS
DWG.#: D015697
SHEET: OF 9
9