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Product Approval Menu>Product or Application Search>Application List>Application Detail GCfP O�
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FL# FL16708-R10 ����P
Application Type Revision
Code Version
Application Status Approved
i
Comments
Archived _.
Product ManufacturerJELD-WE
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 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 Zinrgin
Doors
Subcategory g Exterior Door Assemblies
i
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
€ E 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 R10 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
I
FL16708 R10 Eauiv ASTM E84 Eauivalency_Letter SS 2017-08-31.pd
I
i
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/15/2019
Date Validated 10/16/2019
Date Pending FBC Approval 10/22/2019
Date Approved 12/10/2019
Date Revised 12/12/2019
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 HVHZ:Yes FL16708 R10 II 16708.1 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
Design Pressure: N/A Evaluation Reports
Other: FL16708 RIO AE PER4663.2 SS 2019-10-01.pd
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 RIO 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 R10 AE PER4438.2 SS 2019-10-01.pd
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 RIO II 16708.3 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
Design Pressure: N/A Evaluation Reports
Other: FL16708 RIO AE PER4664.2 SS 2019-10-Ol.pdf
Created by Independent Third Party: Yes
8.4 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 RIO II 16708.4 SS 2019-10-01.pd
Approved for use ou-&Ne HVHZ:Yes Verified By: Hermes F Norero, P.E. 73778
Impact Resistann Created by Independent Third Party: Yes
Design Pressur Evaluation Reports
Other: FL16708 R10 AE PER4440. SS 2019-10-Ol.pdf
Created by Independent Third Party: Yes
I
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 RIO II 16708.5 SS 2019-10-01&Lr
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 RIO AE PER4665.2 SS 2019-10-Ol.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 RIO II 16708.6 SS 2019-10-01.pff
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
--- --- -- ---
PREPARED BY:
74"MAX.O.A.WIDTH
a 1
s a
BUILDING DROPS,INC.
398 E.DANIA PEACH DLVD-STE 338
FM
DEAEH,FE3
.:: �f�j 6 Fnit 119 n
b 551>auA
�. : :�T ....: 11.J4.... �. . : ...,ice. F 3 y GaA>3n
2 WEP: UilSsmo p_
DESIGN PRO/SMOOTH PRO FULL LITE " F-
S21 6 °
w 5 5 w W
8 6 u= v In t]e
IMPACT APPROVED z C ACTIVE Ei INACTIVE °o w m m n
Z 0 w p � Z
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) j y o¢ =a p (D Z g
wLL��
OZ� 5 ITT
p¢ ZZ
� Aga
GENERAL NOTES- o w
� y
— U
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA C Q ❑
BUILDING CODE(FBC),INCLUDING HVHZAND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: 3 a 7 LU
LU Z 4
• TAS 201-94 a a a 2 Q Wn
• TAS 202-94 1 TYP.ELEVATION 1 S2 J w
• TAS 203-94 1 6'-e^coon ETEwRr W Q
WIDT.J 9 U=i 0A
O. . -
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE 74"MAX, d En
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE a 1
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 5 a w
INSTALLATION. F a
3
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED c REMARKS BY DATE
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS 3 Add MQI[i-PDIRE Lock&Radius l GL 06/13/1
DOCUMENT. 6
Reference DWG.NA010874A AM 9/10/19
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT 1
5
RESISTANCE,
5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET FOR GLAZING DETAILS. Rn= Q mEIRSU Deruls DFsclueeD HTRDn ARECEHEx
n,y w u s
HDe AOT
nEPLEn AnwLconmrwxswn asrtnF
p FnE.IF$ITE EDHDRIOHS GUSE DISTALWpx TO DEVIATE
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN U''m ACTIVE ® INACTIVE () RTC`„HE REQUIRE,.IEnTS„ETAILEDHEREIKAL TTD
VCCUME%Tp EERORAPCnITECTE�PREPAFE5ITT.SPEOFK
GLASS,DECORATIVE,EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)LITES. Z z" z W s m
7. NOTE:AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(WTP)OF 9.0 PSF.REMAINING ]Ln O 3
SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT O Z
MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY f /
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH+OH HEIGHT IS a 1.0
7 w p
fl SA OF
(� TYP.ELEVATION 2 L3
TABLE OF CONTENTS
:::::::te�i•F{�rQge
SHEET REVISION SHEET DESCRIPTION igitally signed by ernes F NoreTo
NOTE: eason:I am approving this document
1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES INACTIVE AND ACTIVE DOOR PANEL ate:2019.10.01 21:23:57-04'00'
2 A TYPICAL ANCHOR LAYOUTS AND NOTES ORIENTATION IS INTERCHANGEABLE. DATE: 02.05.14
3 - OPTIONAL 2X BUCK ANCHORING DETAILS MAX.OVERALLNOMINALSIZE DESIGN PRESSURE(PSF) MISSILE DWG. Y: CHK. Y:
4 - VERTICAL ASSEMBLIES CONFIGURATION INSWING OUiSWING IMPACT GL/TJM SS/MSS
5 A HOR120NTAL ASSEMBLIES WIDTH HEIGHT RATING SCALE: NTS
POS. NEG. POS- I NEG.
6 A GLA2ING DETAILSXX 6'-0" 6'-8" 60• 60 60• 60 LMI&SMI DWG.a: D015705
7 - WOODSUBSTRATES XX RADIUS 6'-0" 6'-8" 60• 60 60• 60 LMI&SMI SHEET: OF9
8 - CONCRETE SUBSTRATES XX 6'-0" 8'-0° 50• 50 50• 50 LMI&SMI
9 A COMPONENTS&BILL OF MATERIALS -SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
INSTALLATION NOTES:
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. :,�Q.
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 SEE TABLE 74"MAX.O.A.WIDTH 398 E.DANIA BEAOI BLVD.,STE.338
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DANIARfi H,FE.-
FOR QTY. PH:Issahssama
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO 11/2"TYP. F.:Isslryaa473a
STUCCO,FOAM,BRICK VENEER,AND SIDING.
3"TYP. 3"TYP. M R:..N"ildmgdmpAroR,
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL G2 — — — — G2 UJ
LU
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR f j o $
MANUFACTURER'S INSTALLATION INSTRUCTIONS. o: Z m
Go
5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR is Z g LLJ m ts
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE C N
SHELL OF BLOCK. 'I a Cc
ti a
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK °�\ Do –I Q 0 m g
CONCRETE/MASONRY CONSTRUCTION. ^ w F FmQ- 0 V O
m K C
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE L9°f aq = O p 4
FOLLOWING PROPERTIES: Z Z LL u 6 U or
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. ,�i13Q Q Q Z Q
8. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. rjZO w I p I w L7 LJ
C.GROUT-FILLED CMU-UNITSTRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH o
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 W Z
PSI.
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH i X.
OF 2000 PSI. U
= n.
8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR IN TIVE 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 3"TYP. A2 Add Multi-Point lock&Radius U.GL 06/13/14
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. D2 3"TYP. D2 R&E,Bn.DVVG.RAO10874A AM09/10/19
ANCHOR TABLE 1 TYP.ANCHOR LAYOUT
DOOR HEIGHT
6'8"DOORS 8'0"DOORS `"No war xaiREiLia enunum omonsiAzeiaFl
In asrz conolnonsuusumrALATwnro DeVIATE
FROM THE REQIIIREMENTs DETA LEO HEREIN.A ERFNsEO
ANCHOR TYPE ANCHOR SUBSTRATE MIN. MIN.EDGE #OF p OF ENGINEER OR ARc tT AS
D IIPG m
Ds DSIZE EMBEDMENT DISTANCE MAX.O.C.
MAX.O.C.
ANCHORSAT ANCHORS AT
SPACING AT SPACING AT tT{11fff -
JAMBS HEAD/SILL HEAD/SILL
CLUSTERS JAMBS CLUSTERS `1,0`��\1, {4rxf'�vL�
WOOD SCREW #10 2X WOOD BUCK
OR FRAMING 3/4" 17-1/2" 4 17-1/4" 4
N 7 }
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2.1/2" 17-1/2" 4 17-1/4" 4 ... ._,..
1-3/9"-CONC. A OF ;lX.
ELCO ULTRACON 1/4" CONCRETE/CMU 1" 17-1/2" 4 17-1/4" 4 4-
1.1/4"-CMU Q ,i►`
� A iii t
R
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 113/8" 8 14-3/8" 6
a✓j
FD�.OTa -N DyvB .-:
2-#12X3"PFH B2 .... .......: ........
SCREW C2 .._...:::::.:...:...:.:::
I-STRIKE PLATE E2
HOPPE#1%5090 V2-48 X 3"PFH
NOTE: SCREW F2 1.STRIKE PLATE 1-TOP ASTRAGAL 1-STRIKE PLATE
INSERT PLUG HOPPE @2096945 STRIKE PLATE HOPPE#1%5040 DATE: 02.05.14
INTO BED OF SNCONE 2-#8%3"PFH
DETAIL F2 SCREWS DWGAY
. Y: CHK. Y:
DETAILC2 TYP.ASTRAGAL/ DETAIL I2 GL�TJM SS'MSS
TYP.ASTRAGAL MULTI-POINT DETAIL H2 TYP.TOP ASTRAGAL/ SCALE: NTS
INSERT PLUG WITH STRIKE LOCATION NP.TOP ASTRAGAL MULTI-POINT STRIKE
DETAIL B2 1-BOTTOM SHOOT 2-#9%21/2"PFH MULTI-POINT ONLY STRIKE PLATE H2 LOCATION DWG.a: D015705
ASTRAGALONLYINSERT PLUG BOLTINSERT PLUG PFH SCREWS STRIKE LOCATION LOCATION 12
W/STD.REINFORCEMENT PLATE (INSTALL IN SILICONE BED (INSWING ONLY) DETAIL E2 I-A�AGAL ONLY 4-#9 PFH 2-#9%21/2"PFH SHEET: OF9
UNDER REINFORCEMENT PLATE) ASTRAGAL ONLY STRIKE STRIKE PLATE PFH SCREWS SCREWS
INSWING SILL SECTION VIEW PLATE FROM 2
(Al HARDWARE KIT (610UTSWING SILL SECTION VIEW �1 HEAD SECTION VIEW
SEE DEO11LB30R a NDOVE AEF DESAR fit OR PIABOVE INSWIHG m-s-
PREPARED BY:
BUILDING DROPS,INC.
398 E.DANIA BEACH BLVD..M MR
DANIA BEAp,FL 33006
PN1(954)39486)8
F6x-195dP n38
4 1/2"TYP. 41/2"TYP. Z 'v,wtivw.bulklnRbmpvcam
1 1/2"OFFSET TYP.
to c$
J �m
M N
L ry.1
O d
3 CJ � wLL�a
p a� U J gx..n
rn o y ED LU m�G.
C Z w zC
OO W�
U
w 0 Z
o Q a
a �}
IL
REMARKS BY DATE
Add Multi Point Lock&RadiusL GL /23/14
P.ANCHOR LAYOUT
Reference DWG.pA019874A AM /19/19
PIIDNALPJt BUCR RI WNOiETF/MASONRT
rN
Almon N—umAr Gr REFi��bctuumno"a"'"r .LSin
1ITF.11 arFmxDln9x cuss lPsruwnnn m GFMATF
FROM
FMM9 uFTAIU:
F REDUIRED HEREIN.AUQNSED
ENG IN EER OR AAGNEcGr SNAIL PREPARE SNESPECIIIG
11/4"MIN,EMBED TYP. `1��.1111111 Jt/�$j*
o y SEE TABLE 2X BUCK ANCHOR TABLE
W o
O 6'B"DOORS 8'0"DOORS 7
z "• MIN.EDGE MIN.CENTER # '
Z ANCHOR MIN.
ANCHOR TYPE SUBSTRATE DIST.TO TO CENTER ^`D
SI2E EMBEDMENT MAX.O.C. MAX.O.C. F*:::
>r
N x - SUBSTRATE DISTANCE
SPACING AT SPACINGAT :♦O . � -.
w " 2X WOOD BUCK INSTALL. JAMBS JAMBS orf
2X WOOD BUCK i a; nacw 6f
ANCHOR PER BUCK ANCHOR TABLE ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4"
ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8°-CONC-
1" 4" 25" 30-1/4"
�312X WOOD BUCK INSTALL. �2X WOOD BUCK INSTALL 1.1/4"-CMU
,3 moss sernoN 3 soE VIEW
DATE: 02,05,14
NOTES: DWG.GL 'Y: CHK. Y:
SS MSS
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL.THRESHOLD SHALL BE FASTENED
IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 2. SCALE: NTS
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG•»: D015705
SHEET: OF9
3
-- -
- - - - - - -—- - - —- -- PREPARED BY: - - - -
BUILDING DROPS,INC.
398 E.DANIA BEACH BLVD.,3TE.338
DANIA BEACH,fL33004
PH:I95iI349A47A
FAK:I954I76J.473e
1 I——.buildinedraDimm
J
,O
8 y�As m
INTERIOR EXTERIOR EXTERIOR /. INTERIOR W w LL a N
J _
On
4 r �a m�aLL
O o¢ Lu D y
N
m �
1 OPERABLE HEAD
3 OPERABLE SILL o
4 OUTSWING SHOWN-INSWING SIMILAR 4 ENDUIN
RSWING 565F �aa
r
REMARKS BY DATE
Add Multi-Point Lock&Radius LiGL 6/23/14
Reference DWG.DA010874A AM 9/10/19
xERDnnAE GE
ND.. NDTRE NsRUALCOnED1110n5fOflAIDEDFI
SIiC.IF SIR xDITOx3[OUU3[In5TAW1TOn TO DtVlA7C
D.
F .ITNE REQUIREx1ENT3ORNLED XEPEIx,pUCENSEO
fxGlNff0.0R AR[HIRR3HAlt PREP<AE Srtt SRCIFK
J; SF W
INTERIOR EXTERIOR 7 INTERIOR EXTERIORul
,,I.✓;, n ,,. •'♦ foe♦
n S A IF JZ
OPERABLE SILL OPERABLE SILL
7R ♦'
4 OUTSWING 4 OUTSWING
AFCO J-2297 OPTIONAL AFCO H-497 :': ;nsec)•p agA
DATE: 02.05.14
DWG. Y: CHK. Y:
GL JM SS MSS
SCALE: NTS
DWG.#: D015705
SHEET: OF 9
4
PREPARED BY:
�0%
HINGE SCHEDULE
HINGE DETAILATJAMB:
DOOR HEIGHT QUANTITY PLACE#9 X 2-1/2"PFH SCREW NEXTTOWEATHERSTRIP BUILDING DROPS,INC.
3 ® 3BB E.DANIA BEACH BLVD.,M.338
DANIABEACH.FLMDDA
4 \ PH:(95S)399-841R
FAE:IBRAI)A9ATN
WEE:—b,IIEIRgdm mm
3-#8 X 11/2"PFH
1 1-REINFORCEMENT ,y
SHOOT STRIP Z
\ mm�a
e
2 \ ' u- uj
In
AS NrealoR R ���� / a o J o m
°,M-a F?�
CL
IMERz cc
IOR \�� / ti 4 Lu
O an F—
�. I 1-#9 X 2-1/2"PHILLIPS m x
FLATHEAD WOOD SCREW �Q J
e C7
H Z
3-#9 X 3/4"PHILLIPS
\ 4' Z Wo
/EXTERIOR \ FLATHEAD WOOD SCREW O p
EXTEAIO N
4-#9 PHILLIPS FLATHEAD WOOD SCREW W K
- 14 USE 3/4"LENGTH FOR V-8"DOORSUSE 1"LENGTH FOR 8'-0"DOORS
MEETING STILE3HINGE JAMB7 GU MULTI-POINT LOCK w5
5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR 5 TOP/BOTTOM REINF.PLATE-ACTIVE PANELONLY
REMARKS BY DATE
Add Multi-Point Lock&Radius Lt.GL 06123114
Reference DWG.ITAD1D87<A AM 9/10
ND MAY NOT RE FLECTACTOALCONDIBONS ITAASPEDFI
SITE.IF SITE CONDITIONS—El MStAW+TOntOOEWAR
FROM THE REDUI 1—TS DETAAFD HEPAR A UCENSLD
ENGINEER OR ARMITECTSHAIt PAEPAAE-SPX-
t�,`5��lltliif/fl{ffi� .
4-#8 X 13/8"PFH
1-REINFORCEMENT PLATE
8 HOPPE#2512296
N
` o (3
T �,
/ O ry Q Ctr�,ti
IT.
aPeL►j.:oa c. e�Tg :::
1
�HOPPE MULTI-POINT LOCK DATE: 02.05.14
3-#8 X 2"PFH 13-#8 X 13/8"PFH 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG. Y: CHK. Y:
1-MULTI-PT LOCK STRIKE PLATE / (6-8 UNITS( GL/TJM SS,MSS
15-#8 X 13/8"PFH SCALE: NTS
DETAIL AS (8-0 UNITS) D015705
S
HOPPE MULTI-PT LOCK COMES WITH HARDWARE SHEET: OF9
FASTENING
5
PREPARED BV:
BUILDING DROPS,INC.
398 E.DANA BEACH BLVD..STE,338
OANW RFACX,FL 33006
PH:1951)399-81)8
iA%:1954)J4AAA8
SUER:
w.w.enldm¢roAP.RT.Dm
1"MAX9DOWll
IRSPACE SP MAX' 1/2"AIRSPACE 1.�MAX. 1/2"AIRSPACE 1MAX' 1/2"AIRSPACE
J �m
INTERIOINTERIOR EXTERIOR INTERIOR EXTERIOR
INTERIOR EXTERIOR Lpi n N
NEALED GLASS 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS 1/S"ANNEALED GLASS 0 w °a m m
SOLUTIA PVB INTERLAYER z�" 0.090"SOLUTIA PVB INTERLAYER z�" 0.090"SOLUTIA PVB INTERLAYER W 0.090"SGP INTERLAYER C O
eMPERED GLASS E 1/8"TEMPERED GLASS 1/8"TEMPERED GLASS z m BY DUPONT y Q a=u
\a ,,, TEMPERED GLASS O o, w
19951LICONE n g
ftr
SILICONE DOW 995 SILICONE N
m
995 SILICONE DOW 995 SILICONE m� O o, N ��' -.
z p
18 18 20
-SEAL __ _ _ REDI-SEAL - - DOW 995 SILICONE p p
ICONE
(X)6'-8" GLAZING DETAIL 28'-0" GLAZING DETAIL FLUSH GLAZE DETAIL r4 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 ROUND TOPS C
62 1/2"MAX.D.L.O.HEIGHT 78 1/2"MAX.D.L.O.HEIGHT 78 7/8"MAX,D.L.O.HEIGHT IN 6'8"UNITS AT DP+/-60 PSF ONLY
REMARKS BY DATE
r 1 1 Add MUhi-PoiNL Luck&Radius GL /23/1
INTERIOR EXTERIOR
1/S"ANNEALED GLASS -- aErerence DwG.BADiLEs2aA AM w/iD/i
0.090"SOLUTIA PVB INTERLAYER
SEALAN 1/8"TEMPERED GLASS
EALANT
IxD M!Y N(�II REFI EECTPCII
SN FSNE CONDITIONS OUSECUiSTAII.RTUNTO0EMEITE
FROM 1HE REOUIR PIENTS DFTARED HEREIN.A UCENSED
ENGINEER 08 ARDHIIECT SHALL PREPARE SIZE SPKI
H
Z m OCUMFNT9 FO U F 00C
N IN +
STRUCTURAL
SEALANT
a
5 GLAZING DETAIL OPTION
6 201/2"MAX D.L.O.WIDTH
78 1/2"MAX D.L.O.HEIGHT
3-0X6-8-DP 60 X.f NBLv vx
6-0 X 6-8-DP 60
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DATE: 02.05.14
DWG. Y: CHK. Y:
GL/TJM SS MSS
SCALE: NTS
NOTE: DWG.a: D015705
FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS
BETWEEN GLASS,DECORATIVE,AND EXTERNAL WROUGHT SHEET: OF9
IRON ARE APPROVED ON ALL GLAZING DETAILS SHOWN
ABOVE. 6
PREPARED BY:
Q
BUILDING DROPS,INC.
398 L DANIA BEACH BLVD.,M 338
DANIA PEACH,83-4
PH:I-1399 Bol
(9541)44.4730
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WEB:www.OUIIEing4mpcmm
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SILICONE WOOD ANCHOR
N SEE TABLE ON SHEET2 �T
MIN. g F.
EDGE DIST. "� ���� WOOD ANCHOR Q �1 Q m
SEE TABLE SHEET2 �p� SEE TABLE ON SHEET2 I C g N a
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2X WOOD BUCK x.
0.25" MIN. Y
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WOOD ANCHOR SHIM SEE TABLE SHEET 2
SEE TABLE ON SHEET 2 IN.EMBED. REMARKS BY DATE
SEE TABLE SHEET2 Add Muld-Paint Loch&Radius U GL 06/(3/14
1. HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL ReferenceDWG.4A030874A AM09/10/19
7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING
ENDURA ZAIL4565F
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WOOD ANCHOR WOODANCHOR vxamsE EmiRlREMEN oEra °amid
SEE TABLE ON SHEET 2 SEE TABLE ON SHEET 2 ENCINEER08 ARCNRECrsWlu MZPMislri spEDnc
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MIN. MIN. BL
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EDGE DIST. EDGE DIST. .,f}j _E _
SEETABLESHEET2 SEETABLE SHEET2 re:i::::
OPERABLE SILL 7 OPERABLE SILL
7 OUTSWING 7 HIGH BUMP OUTSWING
AFCO 1.2297 AFCO H-497 DATE: 02.05.14
DWG
LA M SS/MSS
SCALE: NTS
OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW DWG•a: D015705
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
SHEET: OF9
I EMBEDMENTAND EDGE DISTANCE ARE ACHIEVED. 7
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-- - -- - - - - PREPARED BY: - —
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BUILDING DROPS,INC.
39a t..—VEACH—L -Am
DANIA BEACH,FL330D1
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SEE TABLE SHEET2 ( Wxi � SILICONE SEE TABLE ON SHEET2 p¢ m
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SEE TABLE ON SHEET 2 W
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CONCRETE ANCHOR BY OTHERS REMARKS BY DATE
SEE TABLE ON SHEET 2 CONCRETE/MASONRY BY OTHERS
MIN.EMBED. Add Multi-Point Lock&Radius L GL 06/23/14
SEE TABLESHEET2
HEAD (TYPICAL) 2 JAMB (TYPICAL) OPERABLE SILL ReerenDaDWG.NPp1GR74A AM 09/10/19
8 OUTSWING SHOWN-INSWING SIMILAR $ OUTSWING SHOWN-INSWING SIMILAR8 INSWING
ENDURA WM65F
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AFCO J-2297 AFCO HA97 DATE: 02,05.14
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SCALE: NTS
—G.a: D015705
E>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SHEET: OF 9
SECTION OF HEAD OR IAMBAS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 8
— - PREPARED BY:
BILL OF MATERIALS
ITEM# DESCRIPTION MATERIAL 17 HOPPE MULT-POINT LOCK 21 GU SECURY S-BOLT MULTI POINT
FINGER-JOINTED PINE 0.7, .
SOLID ED IIIII(uif'll BUILDING DROPS,INC.
RRR F.DANIA CAN RlM RE.RL1
1 FRAME HEAD/JAMBS DANU RFAOLFL33RDF
LAMINATED VENEER vx:lvsa13v3 e+Is
LUMBER ® vAx:Imo'LLAM
W FR:vmw.DulldiiµMrOW.mm
COMPOSITE
2 ASTRAGAL,ENDURA ULTIMATE HURRICANE 6063-T6 ALUMINUM ti
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3 (NOT USED) Lu
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4 ENDURA ZAIL4565F THRESHOLD - LL O Q o� m
5 AFCO J-2297 THRESHOLD - v,LL•+y
6 (NOT USED) - a IK
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7 AFCO H-497 THRESHOLD - 00 p Q O m Q a
URETHANE FOAM& F�i1 U m
B WEATHERSTRIP POLYETHYLENE ®® () O 2 in
9 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE ® O ® 4 Q r�w
10 (NOT USED) WOOD HANDLE c O O to .o
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t V
` 11 _ (NOTUSED) WOOD HEIGHT c w .:
f 12 #10 WOOD INSTALLATION SCREW W/11/2"MIN,EMBEDMENT STEEL 0 OO Z
CL
13 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEELF°1.'^ O o HANDLE Wi
14 BUTT HINGE(SEE SCHEDULE SHEET S) - B HEIGHT ® � 0
O
15 LOCK SERIES 400 STEEL p
REMARKS BY DATE
16 DEADBOLT SERIES 780 STEEL Add Multi-Point Lock&RadixsL GL 06/23/14
0 0
17 HOPPE MULI-POINT HARDWARE HLS9000 STEEL ;0 Q 0 0 0 Reference GWG.VA016R74A AM09/IG/19
18 ODL LITE KIT(LMI) 6063-T6 AWMINUM .3 q
9
' 19 FLUSH GLAZING LEG FIBERGLASS a7
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20 ODL LIPLITE KIT(RADIUS LITES) PC ABS xDMArxoTREFUCTA ucoxona.wR-111F
SRC IF site CONDOIONS MR VFSTALUMM 10 DEN
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21 GU SECURY S-BOLT MULTI POINT STEEL S �MWFFROMUOears-roa ff%MII PRFVARF SOF%PFcwr.
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16
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� ENDM �
RAASTRAGAL � ENDURA ZAIL4565F THRESHOLD � AFCO J-2297 THRESHOLD � AFCO H-497 THRESHOLD
VAR -
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DATE: 02.05.14
DWG. Y: CHK. Y:
G UTJ M SS/MSS
5.62"
4.56" SCALE: NTS
-��4,663" F^ 4.6z" -I DWG.#: D015705
1.78"
SHEET: OF9
9