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Product Approval Menu>Product or Application Search>Application List>Application Detail
• FL# FL1670
Application Type Revision
Code Version 202:Oro:::�)
Application Status A
Comments
Archived ?a
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800)535-3936
fbcl@jeld-wen.com
Authorized Signature Rylee Sumner Fricks
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Servic�/O��
Address/Phone/Email 3737 Lakeport Blvd. VIE / CJ
Klamath Falls,OR 97601 CODE C WE® FOR(800)535-3936
customerserviceagents@jeld-weST LUC�pLIANCE
Quality Assurance Representative pICE COUN7`Y
®
Address/Phone/Email OCC
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies File
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2022
Validated By Locke Bowden P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL16708 R13 COI COI JW SS 2015-04-27.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL16708 R13 Ectuiv 23549-1 Equivalency of ASTM E84-13a and ASTM
E84-16.pff
https://floridabuilding.org/pr/pf app df.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFUIGz%2bYuNViQ9olAo7zp34bbWg%a3d%3d 1/3
7/1/2021 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/03/2020
Date Validated 10/08/2020
Date Pending FBC Approval 10/16/2020
Date Approved 12/15/2020
Summary of Products
FL _ Model,Number or Name Description
16708.1 A Design Pro/Smooth Pro/Studio Single(X)Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0
Fiberglass Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HZ:Yes FL16708 R13 II 16708.1 SS 2019-10-0_i.odf
Approved for uC.Yes
i HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resista Created by Independent Third Party: Yes
Design Pressur Evaluation Reports
Other: FL16708 R13 AE PER4663.2 SS 2019-10-01.pdf
Created by Independent Third Party: Yes
16708.2 B Design Pro/Smooth Pro Fiberglass Single(X)Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing
and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R13 II 16708.2 SS 2019-10-Ol.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E.73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16708 R13 AE PER4438.3 SS 2019-12-13.odf
Created by Independent Third Party: Yes
16708.3 C Design Pro/Smooth Pro/Studio Double(XX)Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0
Fiberglass Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R13 II D015727-DP SP OPO LMI HHVZ XO FBC SS
Approved for use outside HVHZ:Yes 2019-12-12.pdf
Impact Resistant:Yes Verified By: Herme's F Norero, P.E.73778
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Evaluation Reports
FL16708 R13 AE PER4664.2 SS 2019-10-01.pdf
Created by Independent Third Party: Yes
16708.4 D Design Pro/Smooth Pro Fiberglass Double(XX) Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0
Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R13 II D015705- DP SP GLZ LMI HVHZ XO FBC SS
Approved for use outside HVHZ:Yes 2019-12-12.pdf
Impact Resistant:Yes Verified By: Hermes F Norero, P.E.73778
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Evaluation Reports
FL16708 R13 AE PER4440.2 SS 2019-12-13.pd
Created by Independent Third Party: Yes
16708.5 E Design Pro/Smooth Pro/Studio Single with sidelite(s) (X,O/O,X/O,X,O)Impact Opaque Door
Fiberglass 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R13 II 16708.5 SS 2019-10-01.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F Norero, P.E.73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16708 R13 AE PER4665.2 SS 2019-10-01.pdf
Created by Independent Third Party: Yes
16708.6 F Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O)Impact Glazed Door 9-
0 x 6-8 and 9-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R13 II 16708.6 SS 2019-10-01.pd
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E.73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Evaluation Reports
https://floridabuilding.org/pr/pr_app dg.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFUlGz%2bYuNViQ9olAo7zp34bbWg%3d%3d 2/3
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PREPARED BY:
L
...... 04
LL q:
q:
:F
............................ 00. �'Q BUILDING DROPS,INC.
0 3NE.DANIA REACH 8LvE.M.M
DANIA BEACH,FUIR)Cul
.............................
................. .................................. b.,:::0:::V: PH:(9S4)3043479
(95T) A739
..... ......
... ... ... .. . E@:'b1I1dI19d,cP1w1
DESIGN PRO/SMOO-T-H PRO UJ C 0
ca 371/2"MAX._
Ln
O.A.WIDTH
IMPACT APPROVED UJI
DC (
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 37 1/2"MAX. CL Ui z
O.A.WIDTH r ti j Ly_j
0. C1 ii!�
G' low D.
uL
C40 X 2-! ;-P
GENERAL NOTES: 0 LU 'A
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: z
• TAS 201-94 0
• TAS 202-94 LLJ
<
j LLI
Do b,
• TAS 203_94
U 4
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE 5 ACTIVE 0_ Ln
I qj
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE Ln 441C
ZIA: 0 ACTIVE LU
FOUNDATION '4—
IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF -0
. 0
INSTALLATION. Z)IuT EE 0 X
INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC 3. THE
REMARKS BY J DATE I
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS Add ADA sill,Multi-Point Lock GL�06/23/14
DOCUMENT.
�1 Reference DWG.#A010871A AM 09116119
SP SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT 5 6 7 8 9 3 4 5 6 7V-8V-9-\
RESISTANCE. a d a d d AA4 4 4
Typ ELEVATION 2 GENERK
5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH ANDWAYNOTRIEFLECTACTE14CORD) ITS' AMORE
DOORS ARE QUALIFIED. •ELEVATION 1 T SITE.IT SITE CONDROM UUSE—TO DPAAn
FRO THE RIOUIREMENTSDETAREDHEREIN AIREFOED
WGl��URMORM��loff[MI�LPR�SITE�DFX
6. NOTE: -AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF, INTS R USEHTTR_ENT. ....
REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT ....will! ..............
PRO DUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY
. .........%
OVERHANG SUCH THAT OVERHANG(OH)RATIC=OH LENGTH+OH HEIGHT IS 2:1.0
E
NOTE:
q
DOORS SHOWN ABOVE MAY BE LEFT IN :7,
OR RIGHT HAND OPERATING DOORS. ......
TABLE OF CONTENTS
D i
SHEET REVISION SHEET DESCRIPTION kinition:I am approving this document
1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES Date:2019.10.01 21:21:16-04'00'
2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14
3 OPTIONAL 2X BUCK ANCHORING DETAILS DWG.DY: I CHK. Y:
M
MAX.OVERALL DESIGN PRESSURE(PSF) G L/TJ SS MSS
4 A VERTICAL ASSEMBLIES NOMINALSIZE MISSILE
CONFIGURATION # INSWING OUTSWING IMPACT SCALE: NTS
5 A HORIZONTAL ASSEMBLIES WIDTH
"EIGHT RATING DWG.U: D015726
6 A WOOD SUBSTRATES NEG. POS. NEG.
7 A CONCRETE SUBSTRATES 3'_Dn 65* 65 65* EiS �LMI&Shil SHEET: OF8
8 A COMPONENTS&BILL OF MATERIALS X 3 50- 1 50 50- 50 LMI&SMI
•SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
�� rr
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 I/41NCH.SHIM WHERE SPACE OF I/161NCH OR GREATER OCCURS.SHIM(S)SHALL BE 398 E.DANIA DUCH BLVD..M.332
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DANIA REACH,FL33004
PH:195413998478
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT'LIMITED TO r blII1°'"V7'�
STUCCO,FOAM,BRICK VENEER,AND SIDING. 371/2"MAX. WEB:vnvw.bulltlingtlropican
O WIDTH
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL -- TYP. W
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR C2 F .A.2 O m o
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
i Z �0-7d
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR ® a Z a m
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE
SHELL OF BLOCK. le
6. FOR2XSTUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCKxCONCRETE/MASONRY CONSTRUCTION. _ ¢7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE = m m 4Cx
FOLLOWING PROPERTIES: OCL
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. i7 rn OOB. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF3000 PSI. z CJ Iv v O U .e
C.GROUT-FILLED CMU-UNITSTRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH 3 Z Q z z z 0,
OF 2000 PSI AND GROUT CONFORMS TO ASTM C476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 20DO j N O
PSI. p z N N J
D.HOLLOW BLOCK CM -UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH U
OF 2000 PSI.
d
8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR ~
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. a
REMARKS BY DATE
9.• OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM ' _ _ Add ADA sill,MulD-PoInT Lock GL 06/23/14
EMBEDMENTAND EDGE DISTANCE ARE ACHIEVED.
A2 A2 - Reference DWG.9A010873A AM 09/26/19
ANCHOR TABLE i .ANCHOR LAYOUT
Z 6'8"®Bb-DODR HEIGIR THE INSTALIATI NDETAI Df AIRED HERON ARE GENfA
6'8"BOORS S sxve!IMF ioeconDITI NScAUSEI ST-Ano Tn oo e ,
FROM THE REDNIREMENTS OETAtIEDHEREINA LICENM
fNGIxEER ORARCHITICI SNALL PREI-E SIR SPCOFIC
ANCHOR MIN. MIN.EDGE
SIZE EMBEDMENT DISTANCE DauMfNrs wR usE`NHHTNGDo01MfxT..-:... -
ANCHORTYPE SUBSTRATE MAX.O.C. MAX.O.C.
- SPACING AT SPACING AT
JAMDS JAMBS NOTE:
NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY.
2X WOOD BUCK
1
WOOD SCREW if10 OR FR 1-12" 3/4" 17-1/2" 17-1/4" ti
N T 7
ITW T 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-
1-3/8"-CONC.
ELCO ULTRACON 1/4' CONCRETE/CMU 1" 17-2/2" 17-1/4"
1-1/4"-CMU
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 10" 14-3/8"
B2
2-#9 X 2 1/2"PFH
SCREWS DATE: 02.05.14
DETAIL D2
2-#9 X 2 1/2"PFH 22 23 DWG. Y:
PFH SCREWS MULTI-POINT SHOOT TYP.HQHOEOT BOLT Y: CHK.
G L/TJ M SSA ASS
PLATE LOCATION NTS
SCALE:
DETAIL B2 D2DwG'#: D015726
TYP.HOPP (RH PLATE SHOWN)E I-BOTTOM SHOOT
MULTI-POINT SHOOT BOLT BOLT PLATE SHEET: OF8
PLATE LOCATION HOPPE#2098911
SILL SECTION VIEW HEAD SECTION VIEW INSWINGSHOWN OuiSWING 51Mluw INSWING SHOWN OUTSNING SIMILAR
PREPARED BY:
BUILDING DROPS,INC.
398 L DANIA BEACH BlVD,5TE.938
DANA BEACH,FL 33WE
PH:1964)399- M
FAX
:(984)744A738
41/2"TYP- 41/2"TYP. WEB:wF WlJdinBdroPs.wm
11/2"OFFSET
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Rt REMARKS BY DATE
Add ADASill,Multi-Point Lmk GL 523/14
1 TYP.ANCHOR LAYOUT Reference DWG.NA010871A AM 9/16119
3 PHONAL--INCDN.MTE/NU[SONRY
Nn lFSMC NDfM5A EE1NDrtiONi FOx ASBfCW
SDE.IF SnF CDNDrtian9 CAUSE INSiALLADpN70 DEVIATE
F80 M 7HF REDO ieFN[NES OETAIIFD HEPE W.A UCFft5E0
FNGINFFP 00.ABEHrtECf SNALLF'AFPA0.ESIFESnEONC
UULUMLNIS HSx US[WIIN Ixu UUCVMtM.
' it/4"MIN.EMBED TYP. Z `a��'�,`X11L711t.11��f�fri �.
I
LD y SEE TABLE 2X BUCK ANCHOR TABLE
O •I I P�OL MIN.EDGE MIN.CENTER 6'8"DOORS 8'0"DOORS "u"L ?N T
ANCHORTYPE ANCHOR SUBSTRATE MIN' DIST.TO TO CENTER
SIZE EMBEDMENT
MAX.O.C. MA%,O,C. -.'$ A'. JOF
- SUBSTRATE DISTANCE ♦ 1,[f :.:
••+ 1 SPACING AT SPACING AT ♦O � -
w o '•- L JAMBS JAMBS
2X WOOD BUCK INSTALL,
2X WOOD BUCK �.
ANCHOR PER BUCK ANCHOR TABLE Figk
ITW TAPCON 1/4" CONCRETE/CMU 1-I/4" 2-1/2" 4" 25" 3PI/4" iaF{ pA4.,......o:x,z�'1;;;;;:
1-3/8"-CONC.
ELCO ULTRACON 1/4" CONCRETE/CMU 1' 4" 25" 30.1/4" '
2X WOGD BUCK INSTALL. 2X WOOD BUCK INSTALL. 1-1/4".CMu - .
3 [rt055 SECM SIDE VIEW
DATE: 02.05.14
NOTES: DWG. Y: CHK. Y:
GL TJM SS MSS
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. N TS
SCALE: 'S1•t 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG-n: D015726
SHEET: OF8
3
PREPARED BY:....
BUILDING DROPS,INC.
398E.—..E�HBM9
...... ..... FL 33004
PH:
WEB FAX:(954)744A733
11
INTERIOR EXTERIOR EXTERIOR INTERIOR
4 I INTERIOR EXTERIOR
5 cl
0!3
V)
Z LLJ
co
ck:
Ji
ti to
OPERABLE HEAD OPERABLE SILL OPERABLE SILL Q a Z.-
c
�4 OUTSWING SHOWN-INSWING SIMILAR 4 INSWING \,-4 J OUTSWING
LU
az
11
EXTERIOR INTERIOR REMARKS BY DATE I
INTERIOREXTERIOR7 INTERIOR EXTERIOR Add ADAsill,tAult,-PointL-k GL�06/2j/141
10
Ei Reference DWG.PAOIO871A AM109/16/IS
4NOMA NWREFLE—UU'LC-0MH)9ASPEaFl(
SR FSR—N—Gl—USEl-0NM-9
FROM THE RE UMElEWSDE—E0KRElN.AUaK5E0
rj E.—r. c
OPERABLE ADA SILL OPERABLE SILL OPERABLE SILL OPE r7 FM HS00N
INSWING/OUTSWING INSWING OUTSWING
�4
ENDURA HCISOOO OPTIONAL AFCO H-497 . ..... .......
-0�.
7,
I E
INTERIOR EXTERIORFA
8 INTERIOR
EXTERIOR
DATE: 02.05.14
DWG.DY: I CHK.7�4SS
G L/TJM SS
OPERABLE SILL OPERABLE SILL SCALE: NTS
',-4� OUTSWING �4 OUTSWING DWG.n: D015726
SHEET: OF8
PREPARED BY.
HINGESCHEDULE HINGE DETAIL ATIAMB:
PLACE#9 X2-1/2"PFH SCREW NEXT TO WEATHERSTRIP BUILDING DROPS,INC.
DOOR HEIGHT QUANTITY 398EDANI40EA[N PI\D�SSE 338
DANIABEACH,EL330D1
6'-8" 3 PH:1954)399-0470
4 WFR:xvw,bullUingtlraPscam
Ln J m
1 W m
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1819 1 \�� a i
W��m'.
TW m LL'
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CC INTERIOR INTERIOR Q m 3 a
O IQI�
1-#9 X 2-1/2"PHILLIPS Q U Q
�. FLATHEAD WOOD SCREW R Z
�-
X
3-#9 X 3/4"PHILLIPS re
FLATHEAD WOOD SCREWS or
T. , 21/2"PFH EXTERIOR EXTERIOR =
W/STRIKE HARDWARE 4-#9 PHILLIPS FLATHEAD WOOD SCREWS
4•MPLSTRIKE PLATES 17 USE 3/4"LENGTH FOR 6'-B"DOORS h. lr,•
USE 1"LENGTH FOR 8'•0"DOORS
U1 LOCK JAMB HINGE JAMB
OUTSWINGSHOWN-INSWINGSIMILAR 5 OUTSWINGSHOWN-INSWINGSIMILAR REMARKS BY DATE
Add ADA sill,MDIFFPoinF Lads GL O6/23/14
Reference DWG.gA030871A fO/16/1,99-#9 X 13/4"PFH 13-#8 X 13/8"PFH(6'-8"UNITS)3-#8 X 2"PFH 15-#8 X 13/8"PFH 8'-0"UNITS DK"aTADATIDNDCTA, D RIP
8-#9 X 21/2"PFH W/HARDWARE ( ) rtl
W/STRIKE HARDWARE snc e Y NOT NITTI T S_S CONDITIONS FOR ASKMI
W/STRIKE HARDWARE (6'-8"&8'•0"UNITS) 1-MPLSTRIKE PLATE COMES W/HARDWARE sauv mE mumnorvs uusE W.IAHNTO DWATC
f ROM THE REOUIREMENSB DETAllFO XFREIN.A UCENSED
4-MPL STRIKE PLATES 4-#8 X 13/8"PFH F
C oRCSE_ ED�USnE'_
21 1-REINFORCEMENT PLATE o
20 HOPPE#2512296 ♦....
'L1711!)lt�lf�rf
EXTERIOR EXTERIOR
p
� S A c7F
INTERIOR INTERIOR
/�'3, F H M •VR� ��
P
F �~
11 11
4 MULTI-POINT LOCK JAMB 5 MULTI-POINT LOCK JAMB MULTI-POINT LOCK DATE: 02.05.14
7CHK.BY:
5 OUTSWINGSHOWN-INSWINGSIMILAR 5 OUTSWINGSHOWN-INSWINGSIMILAR 5 TOP REINFORCEMENT PLATE-AC7IVEPANEL ONLY GL�fJM SS/MSS
Sane: NTS
DWG.#: D015726
SHEET: OF 8
5
PREPARED BY:
2X WOOD BUCK
BUILDING DROPS,INC.
f w 398 E.DANIABEACH 8L\9.STE 339
MIN. vsi % D?NLAMCH.FL31D04
EDGE DIST. Z�LL' %�� WOODANCHOR PH:(954)393 B478
SEE TABLE SHEET 2 �w< SEE TABLE ON SHEET 2 .:FAX:(954)]44.4738
F vMv.b.i1dawdmPA.
SILICONE
w� �
W J 2X WOOD BUCK
m0T
CL d���
�o w 2;p
MAX. 2X WOOD BUCK O ccQ g :E
C K
WOODANCHOR SHIM O F m x
SEE TABLE ON SHEET 2 MIN.EMBED. in
SEE TABLE SHEET 2 Q y
1 HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL o
6 OUTSWINGSHOWN-INSWINGSIMILAR 6 OUTSWINGSHOWN-INSWINGSIMILAR 6 INSWING-NO ANCHOR REQUIRED O O an
• � o
SILICONE
' SIUCONE SILICONE �
f
REMARKS BY DATE
2X WOOD BUCK 2X WOOD BUCK Add ADA silk Multi-Point Lock GL 06/23/14
Reference DWG.NA010971A AM 09/16/19
2x WOOD BUCK
AND MAY NOT RENfCCACIWLCONDIn0NSFCR ASPEC61
SRI F DNS ISF RAII nD mnFvl Tv
OPERABLE SILL �. OPERABLE SILL 07 OPERABLE SILL q M 1 T lFONEREN.-D[ENfD
_ -- F Hn 5 LL E R�SIC C
6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING-NO ANCHOR REQUIRED 6 OUTSWING-ANO ANC
HOR 7R REQUIRED O n
y
cn
SILICONE SILICONE SILICONE
2X WOOD BUCK
2X WOOD BUCK 2X WOOD BUCK " '
DATE: 02.05.14
OPERABLE SILL OPERABLE SILL �1 OPERABLE ADA SILL ��ITJnn SS/MSS
6 OUTSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS
DWG.»: D015726
SHEET: OF 8
OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENTAND EDGE DISTANCE ARE ACHIEVED.
I
PREPARED BY:,
MIN.
1X WOOD BUCK
T•l -
EDGE DIST. (OPTIONAL)
SEE TABLE SHEETZ r BUILDING DROPS,INC.
390 E.DANIA BEACH BM,.STE.338
2 Cq MANIA BEACH,FL33OD4
CONCRETEANCHOR SILICONE Q PH:(954(399-8478
SEE TABLE ON SHEET2 Fax(994)744,493&
lu� N Wf9:www huB41D8dmp5 mm
WW CONCRETE/
MASONRY % CONCRETE/ o n
N
2i¢ BY OTHERS '�•, / MASONRY m v In
BY OTHERS � F- N d
1X WOOD BUCK 4, CL O 1N a m
(OPTIONAL) <
Q g
o / / E>
CONCRETE ANCHOR SHIM h¢ En m 5
SEE TABLE ON SHEET2 CONCRETE/MASONRY BY OTHERS 15co
ti
MIN.EMBED. CCU y x
SEE TAB LE SHEET CL
1 HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL
7 UTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED WO U E4
Lu
0
u o
SILICONE
x
SILICONE SILICONE F
i REMARKS BY DATE
C 4 4 •C 4 4 •C. 4 4 Add ADA sill,MDItFPDIDt Lock GL 06/23/14
Reference D4Y6.gA030871A AM 09/16/19
' CONCRETE/ CONCRETE/ CONCRETE/
MASONRY MASONRY .]\ MASONRY
BY OTHERS BY OTHERS BY OTHERS
THEIN$TAILATIONDETAIUDESC NPR GIx ER:
NOMAYNOTREFLECFACtUALCONDMONS iDRAIIEC:E
SNEAF SITE CONDMONS CAUSE INSTALLATgNTO—AFE
�4� OPERABLE SILL r OPERABLE SILL r OPERABLE SILL RDeA,NEREgUIRElAENSDTNLFDNFEw.AUQN
NG D
EINEER QRAR-TECT SHAH FRVARESITESPE6FIC
- OKUMEUTS FOR DSE wrtNixi50ONMFNf.
OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED ;Y1117111jXa��
AFCO H-497
::,
`y1 4 Q
N 77 a
SILICONE SILICONE
y
�rf _: NpLF ,�ti
•Q d d .Q d• d C d• d a,/d:o A�NDR \\
CONCRETE/ � + CONCRETE/ . ' ' CONCRETE/
MASONRY MASONRY MASONRY
BY OTHERS BY OTHERS BY OTHERS
g OPERABLE SILL r9--� OPERABLE SILL OPERABLE SILL DATE: 02.05.14
7 OUTSWING-NOANCHORREQUIRED V OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING/INSWING-NO ANCHOR REQUIRED DWG.ff. CHK.BY:
GL/TJM I SS/MSS
SCALE: NTS
DWG.a: D015726
SHEET: OF8
t�OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
PREPARED BY:,.
BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK
ITEM# DESCRIPTION MATERIAL O O W/SILL SHOOT BOLT PLATE#2098911Q
FINGER-JOINTED PINE B *
UILDING bh DROPS,INC.
SOLID PINE ° 398 E.DANIA BEACH BLVD.,A 33B-
1 FRAME HEAD/JAMBS ® DANIABEACH,R33DD0
LAMINATED VENEER PH:(9591399AR>8
LUMBER ® FAX:(M411 CAA73B
wEe:w,<w.eD9emeero9•ron,
COMPOSITE
2 (NOT USED)
J
3 (NOT USED) m N$
4 THRESHOLD - O
a Q 2;�
5 THRESHOLD - 1 w LL..o
6 - THRESHOLD - q g a="
m<a
7 AFCO H-497 THRESHOLD - O 000 0 y cL -
8 THRESHOLD - p
� " p
9 THRESHOLD - ° O p HANDLE a Z
Z 4 Z (�°
10 ADATHRESHOLD - <P q ° p ro 4 HEIGHT
URETHANE FOAM& O e y ° iO m 0 0
11 WEATHERSTRIP �;° ]
O
Z "m
POLYETHYLENE 1p n o Z -'.o
12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE a HANDLE 6 [� 0
13 (NOT USED) - HEIGHT
14 (NOT USED) _ p o m + w Q
15 •#30 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL o
" o O m ° ° REMARKS BY DATE
I6 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL ^n
`9P Add ADA,111,MDI11-1o1"t Lock GL /23/14
17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL
4 ® _ Reference DWG.ttA030871A AM 09J16/19
18 LOCK SERIES 400 STEEL -
19 DEADBOLT SERIES 780 STEEL SD
® H
I ROCKWELL MULTI-POINT TONGUE LATCH#73228768 6-8 UNIT NDL VND7RnlEaAcn LMNDffID 0RASMn"
20 ROCKWELL MULTI-POINT TONGUE LATCH 4732287808-0 UNIT STEEL v7E.w .Es°w��aHL� 1K"c¢
cd 0.63" euo"I"E"'5 u B e`B,(1'ea
DOCUMENRF EVAMTI6 DOCUMEM
21 HOPPE MULI-POINTHARDWARE HL59000 STEEL B X1w1{11j>••7Jtr i
"D
22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL
t ..
23 _ HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEELLIF
,<
OFRAME HEAD/JAMBS THRESHOLD THRESHOLD THRESHOLD HEAD SHOOT BOLT PLATE(LH)
VARIES,SEE BOM AT LEFTIn top I
II 1.75" DATE:
4.5 02.05.14
' 63" 4.56" f'^5.62" 437"
DWG Y: CHI. Y:
OAFCO H-497 THRESHOLD O THRESHOLD O THRESHOLD O THRESHOLD ADA O HEAD SHOOT BOLT PLATE(RH) GLJTJ SS MSS
7 8 9 10 23 SCALE: NTS
DWG.#: D015726
o
SHEET: OF8
4.62" I I 4.56"—�( 0 1.75" 8