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Product Approval
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Product ARnroval Menu>Product or Application Search>QRolication List>Application Detail
Him FL# FL16708-R8
Application Type Revision c
Code Version 2017
Application Status Approved
Comments RECEIVED
Archived �
Product Manufacturer ]ELD-W FEB 1 4 2 1
Address/Phone/Email 3737 Lakeport Blvd ST. LUCf@ QQUr1C
Klamath Falls,OR 97601 Y, F'armittllY®
(800) 535-3936
fbcl@jeld-wen.com
Authorized Signature Rylee Sumner Fricks COPY
fbcl@jeld-wen.comFrick
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 Exterior Doors
Subcategory Swinging Exterior Door Assemblies
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.
4'i Validation Checklist-Hardcopy Received
Certificate of Independence FL16708 R8 COI COI JW SS 2015-04-27.a
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 R8 Eauiv'ASTM E84 Equivalency Letter SS 2017-08-31.Pff
Sections from the Code
https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFUlGK9KQhKm!QLpP5tjNDIMRAg%3d%3d 1/3
2/11/2019, Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 10/02/2017
Date Validated 12/12/2017
Date Pending FBC Approval 12/18/2017
Date Approved 02/13/2018
Summary of Products
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 R8 II A010871A X,OPQ SS 2017-02-09.pdf
Approved for use a HVHZ:Yes Verified By: Hermes F. Norero,P.E. 73778
Impact Resista .:Yes Created by Independent Third Party:Yes
Design Pressure: Evaluation Reports
Other: FL16708 R8 AE PER4663 1 SS 2017-11-17 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 R8 II A010872A X, GLZ SS 2016-08-26.p-df
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 R8 AE PER4438.1 SS 2017-11-17.2
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 R8 II A010873A XX, OPQ SS 2017-02-09.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 R8 AE PER4664.1 SS 2017-11-17.pd
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 R8 II A010874A XX,GLZ SS 2016-08-26.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 R8 AE PER4440.1 SS 2017-11-17.pdf
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 R8 II A010875A OXO,OX OPO SS 2017-02-09.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 R8 AE PER4665.1 SS 2017-11-17.14
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 R8 II A010876A OXO,OX GLZ SS 2016-08-26.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 R8 AE PER4442.1 SS 2017-11-17.pd
Created by Independent Third Party:Yes
https://www.flo6dabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFUlGKgKQhKmiQLpP5tjNDIMRAg%3d%3d 2/3
PREPARED BY:
j � BUILDING DROPS,INC.
Y.q•n �er�v p. �y^ {y,c? 390 E,OAnABEAC BEACH.FL 33304 E.315
............:......................4.................-......... OA NIABFACH,FL33001
PH:953 399-8478
FA%:(954)7N.d738
V.'FB:ww,r.SDllainBDnps.cpm
DESIGN PRO/SMOOTH PRO/STUDIO
IMPACT APPROVED 371/2"MAX. o
O.A.WIDTH~ Lu -H$
s 1 I•. Z F-' m o o tD
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 371/2"MAX. 5 a o z o�0
e O.A.WIDTHNn (D
5 a IZ-a viw W
CL
GENERAL NOTES: ® V O Lu
Nn x
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA 3 p a Q p
BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: r \ x 5 z a w Z ;
• TAS 201-94 \w FO
• TAS 202-94 ,. Z N= 1 < C9. N
•
TAS 203-94 s 5 a m< n e O w Q =
u u
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE l7 w¢ a ® O Z i9 LL 5 L7 p- to n:
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE O"�- 5 O ACTIVE 3?¢ 5 0 ACTIVE _ w Wk
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF z d s z 3 O 5 0
INSTALLATION. j 3 0 5 = p Z xQ iai d '
O?Q mm / F
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 REMARKS BY DATE
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS Add ADA sill,Muhl-PDim lack GL 06/73/14
DOCUMENT. _
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT 3 a 5 6 7 s s 3 45 s 7 B s
RESISTANCE. a a a a a a a a a a a a a a
5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. ADDITIONAL PANEL CONFIGURATIONS AND FLUSH TYP.ELEVATION 1 TYP.ELEVATION 2 rHiSpxpmEN*iS rHE rROPERrraem�DureDRorxiNc
DOORS ARE QUALIFIED. 1 6'-8"D008NEIGRf 1 6'-0"DOORNEIGRf WnHHou SHAUN.R NERE mNSENTaFEURON DROP'AST
S 1.W.
u7ERanoNs.ADDmDHs.xic DR orHEn
rHISWWMENr AND
6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. �rirvum nDr or+:��
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 :F
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH OH HEIGHT IS 21.0
.gyp
NOTE: 7
DOORS SHOWN ABOVE MAY BE LEFT
OR RIGHT HAND OPERATING
.:....393E.DM99r(.41P}y0119
TABLE OF CONTENTS Fe>¢amp.LOF pCm9Fml'[oEwAImi�1E2 -m7u
SHEET REVISION SHEET DESCRI PTION igitally signed by Hermes F.Norero,P.E.
lesson:I em approving ibis document
1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ale:2017.02.0915:24:09-05'00'
2 A TYPICALANCHOR LAYOUTSAND NOTES DATE: 02.05.14
3 A OPTIONAL 2X BUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS MAX.OVERALL DWG. Y: I CHK. Y:
MSS
4 A VERTICAL ASSEMBLIES NOMINAL SIZE DESIGN PRESSURE(PSF) MISSILE G LJ M SS
5 A HORIZONTAL ASSEMBLIES. CONFIGURATION INSWING OUTSWING IMPACT SCALE: NTS
6 A WOOD SUBSTRATES WIDTH HEIGHT POS. NEG. POS. NEG, RATING A010871A
DWG,p:
7 A CONCRETE SUBSTRATES X 3'-0" 6'-8" 65• 65 65` 65 LMI&SMI SHEET: OF8
8 A COMPONENTS&BILL OF MATERIALS X 3'-0" 8'-0" 50• 50 50• 50 LMI&SMI
-SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
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 398 E.DANIA BEACH BLVD,STE.118
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DANIA BF H,FL 33M
IN;(953)39?BA18
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO FAX:(98o)Ta.aT3e
371/2"MAX. wee:UDIlameaTOPS.R
STUCCO,FOAM,BRICK VENEER;AND SIDING. —O A WIDTH r -
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL p Lu ..
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR C2 C2 0
MANUFACTURER'S INSTALLATION INSTRUCTIONS. - ~ Z
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR Q a J
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO-FACE ® C j Q w LL v N
SHELL OF BLOCK. i ti a F
d
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK O
CONCRETE/MASONRY CONSTRUCTION. } m x
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE A-I'"= m m p CL
FOLLOWING PROPERTIES: m.•I w la-. Fa..
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. 11�^,a Q 0 Z O a
B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. zV,'
C. GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH 'y?¢ z z W Z
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2DOO 3.Ow w ¢ &'
PSI.
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH Q Is:
OF 200D PSI.
U
10-
9.
8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR ~
F
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. i
REMARKS BY DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM ' Add ADA silt,Muki-PDITrt Lnc6 GL 06/23/1
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
A2 A2
ANCHORTABLE �TYP.ANCHOR LAYOUT
G'•e•a R'•D"DOOR HEIGHTmIs u—11TH PaoxanOP Ruu —s,INc
ANDSHALL NOTBEIIEPRODUCEDINSNHo,NGOIEORPART
6'8"DOORS 8'0"DOORS wlrxOUTV EN Cons ENT OF eUROING DROPS,INC.
a OTHER
MARRINGSTOT SMMMENTARENOTPERNmEDARD
NvwD N
ANCHOR MIN. MIN.EDGE EMBEDMENT DISTANCE '
ANCHOR TYPE SUBSTRATE MAX.O.C. MAX.O.C. -
SIZE SPACING AT SPACING AT 15o���c�F
JAMBS JAMBS ��� ✓'
NOTE:
�....
2X WOOD BUCK NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY.
WOOD SCREW #10 OR FRAMING 1-1/2" 3/4" 17-1/2" 17-1/4 y.....i :. .7 "
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4" = v:.. T T
�.p.;:.. ..........
1-3/8 -CONC.
':',�......dp..•.'������,
" i. .,; ...
ELCO ULTRACON 1/4" CONCRETE/CMU ]" 17-1/2" 17.1/4"
1-1/4"-CMU
Z��ywgA'61N �Bna'
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" ]" 10" 14-3/8" ......
nrvO.ssnR
B2 2-49X21/2"PFH
SCREWS
DATE: 02.05.14
DETAIL D2 22 23 DWG.
Y. CHK. Y:
2-#9 X 2 IR"PFH TYP.HOPPE
WH SCREWS MULTI-POINT SHOOT BOLT GL JM SS/MSS-
PLATE LOCATION SCALE: NTSp
DETAIL B2 (RH PLATE SHOWN) DWG.#:AO1O071A
TYP.HOPPE 1-BOTTOM SHOOT
MULTIPOINT SHOOT BOLT BOLT PLATE SHEET: OF8
PLATE LOCATION HOPPE#2098911
SILL SECTION VIEW HEAD SECTION VIEW 2 -
2 I UINGSHUNUNDIRSNPINGSRAllA0. 2 INSWING SNOWY dRSYRNG4MMR
SEE DETAGBt SFE DETAILD2
N
PREPARED BY:
BUILDING DROPS,INC.
41/2"TYP. 41/2"TYP.
398 E.DANIA BEACH BLVD.,STE.130
} DANIA BEACH,FL 33004
r PH:1954)399-BaTB
1/2"OFFSET WER;Fvi 1Iltl®a,�1—
m
cc VN1 o"J�mm
m 2 Y J wLLouai
IN SL230 SL130,LEFT 5L130,RIGHT - SL230,8'0" SL130,8'0" Z z
u J UP
Zoc
0
cz0
w Oa z „
o a I:
4:
x
m
W
REMARKS BY ANCHOR LAYOUT
SL220,LEFT SL220,RIGHT SS11-300,300,LEFT -SL300,RIGHT SL600 DATE
I I:LBUCK INCONCRETE/MASONRY Add ADA sill,multi-Point Lack GL 05/21/14
V
QUALIFIED SKIN PATTERNS Add Qualified Skin Pattems LS 12/21/15
.2501.010 "ANDSMALL NOTUC REPPODUCLO UY VMOuE OR PART
+OIO MER WRIRENCONSENTOF BNLUMGDR EINC.
ANUNGS1UN9.I—UNS.MG
acum
.092-005 .0301.010 MPR4NGSTOI�ISUD000MFNTAPENU(F2,MITTEDAND
11/4"MIN.EMBED TYP.
z 2 TYP.GROOVE DIMENSIONS
LN SEE TABLE '? � � Q �
zi
z, 2X BUCK ANCHOR TABLE
Lo
2X WOOD BUCK 2X WOOD BUCK INSTALL. 6'8"DOORS 8'0"DOORS a a D
MIN.EDGE MIN.CENTER
ANCHOR PER BUCK ANCHOR TABLE ANCHORTYPE ANCHOR SUBSTRATE MIN. 0157.70 TO CENTER SUBSTRATE DISTANCE MAX.O.C. MAX.O.C.
' nA.
SIZE EMBEDMENT FSPECmi UTHU-01aft 9s9a' '
SPACINGAT SPACING AT
2X WOOD BUCK INSTALL. �2X WOOD BUCK INSTALL. IAMBS JAMBS
CROSS SFCfpN 510E NEW
ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30.1/3°
ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC. 1" 4" 25" 30.1/4" DATE: 02.05.14
1-1/4".CMU
NOTES: DWG. Y: CHK. Y:
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL G L TJ M SS MSS
SCALE: NTS
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. A010871A
DWG.p:
SHEET: OF8
3
PREPARED BY:
BUILDING DROPS,INC.
398E�A„w EA[H.FL 33061 H LVD.SM IM
PH:1954)399-B n
FAX:(934)]4J.4]38
WEB:www.BURNBebnps.cam
11 � 11
INTERIOR EXTERIOR EXTERIOR /. INTERIOR O
4 INTERIOR EXTERIOR Q m c
Z CE Ca
tn my
1 OPERABLE HEAD 3 OPERABLE SILL r4 OPERABLE SILL o a a
4 OUTSWINGSHOWN-INSWINGSIMILAR 4 INSWING 4 OUTSWING a Q M
ENDURAZAIL4565F AFCO J-2297 Z U WQi
O F
W W ~ a:
Q > p:
H
H
EXTERIOR '/- INTERIORREMARKS BYJ DATE
7
INTERIOR EXTERIOR INTERIOR EXTERIOR Add ADA sill,Muki-Point Lock GL06/23/14
$INC
N ANDSHALLNOTN REPIIOOU0FWI DNGcR0 PARE
WITHOUT WRrt1EN COx9ENT OF BUILDING DROP$INC.
ALIEN.TON$AODIIION$NIGHUGNIIPERA DA
5 OPERABLE ADA SILL 6 OPERABLE SILL 7 OPERABLE SILL xux6sro Nrs Daa AtnrAAFnm PEwarttDAxD
xvu n ox
4 INSWING/OUTSWING 4 INSWING 4 OUTSWING `�� ��-S F'
ENO IRA HCI5000 AFCO A-276/P-2000 _ OPTIONAL AFCO H-497
v.. TT �:
• _ 39B�0[M99 AGIL&YO �u9ai
9 INTERIOR EXTERIOR - F9PcaRr.oFwTN )1LBd .�3TN
B INTERIOR EXTERIOR
N DATE: 02.05.14
DWG. Y: CHK. Y:
GL TJM SS MSS
OPERABLE SILL OPERABLE SILL SCALE: NTS
4 OUTSWING 4 OUTSWING DWG.#:A010871A
OPTIONAL AFCO A-117 OPTIONAL ENDURA 20RL4565F SHEET: 'OF8
4
PREPARED BY:
m
HINGE SCHEDULE HINGE DETAILATIAMB: BUILDING DROPS,INC.
PLACE 09 X 2-1/2"PFH SCREW NEXTTO WEATHERSTRIP
DOOR HEIGHT QUANTITY 398 E.DANIA BEACH BLVD.,9E.338
DANIA BEACH,FL 33001
6'-8" 3 m PH:1954)399-63'!8
\ FAIb(954114..4738
wwr.
4 WEB: bWltlinBtlrOpsrom
1
V D I m
1819 1 \ \ DO aymm
C W m w LL a a
CL
%� �\ 11 / I=-a Lwil sash
INTERIOR INTERIOR �\�\' / tl N m y a 4
� �v Q
1-#9 X 2-1/2"PHILLIPS
\ \ FLATHEAD WOOD SCREW a
\ C z :Ea:
3-#9 X 3/4"PHILLIPS it
FLATHEAD WOOD SCREWS m'
EXTERIOR
4-#9 PHILLIPS FLATHEAD WOOD SCREWS
17 USE 3/4"LENGTH FOR 6'-8"DOORS
USE 1"LENGTH FOR 8'-0"DOORS 3'
1 LOCK JAMB3 HINGE JAMB
5 OUTSWINGSHOWN-INSWINGSIMILAR 5 OUTSWINGSHOWN-INSWINGSIMILAR REMARKS BY DATE
Add ADA sill,Multi-Point Lad GL /23/14
9-#9 X 13/4"PFH 13-#8 X 13/8"PFH(6'-8"UNITS)
3-#8X2"PFH IS: 8'-0"UNITS HI MENT IS THEPROPERT—BUIXIAGORONINC
W/HARDWARE ( )
iTrIINTERIOR
W/STRIKE HARDWARE T ANDSHALL NOT BE REPRODUCED M WHOLE OB PAST
(6'-8"&8'-0"UNITS) COMES W/HARDWARE WHNN TWNMNCONSENTOFDOLDINGOROMINC:
1-MPL STRIKE PLATE pITEflA N%ADMDNS.HIGIW HnNG—C-Efl
4-#8 X 13/8"PFH MARDNGS TOTHIS DDCUMENTARE HOT PERMITTEDAND
21 1-REINFORCEMENT PLATE o mu0
HOPPE#2512296
EXTERIOR EXTERIOR i�`�� •}e •1/j�'PQ
Z.....:.T. 7p/...;.:.:i
.:0 .. .:...[Gia
o INTERIOR
FBPECFItT.OFAUTHOR¢ATI NO.mSTe
11
4 ROCKWELL MULTI-POINT LOCK JAMB 5 HOPPE MULTI-POINT LOCK JAMB 6 HOPPE MULTI-POINT LOCK DATE: 02.05.14
5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY WG TJ M SS MSS
SCALE: NTS
DWG.#:A010871A
SHEET: OF 8
5
PREPARED BY:
2X WOOD BUCK
BUILDING DROPS,INC.
_ 398 E.DANIA BEACH BLVD.,STE.W
MIN.
EDGE DIST. "' ��� WOOD ANCHOR DANIA(954)0 n
PM:IY5�f39983]8
FAIL I9541]44.A]3B
SEE TABLE SHEET 2 w c SEE TABLE ON SHEET 2' WEB:wn...wllaln.d- .
x-
%� SILICONE
ww 2X WOOD BUCK j O j q N
za % EDh �o^?o
SOW 6h m;
a, LL w LL a N
- 0.25.. O F-
S
g F
c N MAX 2X WOOD BUCK y Q
WOOD ANCHOR SHIM 00 Q Fes-
SEE TABLE ON SHEET 2 MIN.EMBED.
SEE TABLE SHEET U m
p a v)
1 HEAD (TYPICAL) 2 JAMB (TYPICAL) KT� OPERABLE SILL N
11��n
6 OUTSWING SHOWN-INSWING SIMILAR 6 OUTSWING SHOWN-INSWING SIMILAR 6 INSWING-NO ANCHOR REQUIRED O Q W4
ENDURAZAIL4565F W4'
SILICONE a
SILICONE SILICONE >= -
H
REMARKS BY DATE
2X WOOD BUCK 2X WOOD BUCK
Add ADA sill,PAuhi-Paint Lock GL 06/23134
2X WOOD BUCK
x11 DO SHAENt DniEPROPMC OFBDIDMNGDRPART
ANDSHALLNMN 0NSENT0F INDVoDR0PMT
\WEPATW S. CONSENT OFWI Ns0PDP3,ER
4 OPERABLE SILL 6 OPERABLE SILL OPERABLE SILL AAAKINOTOT.MDm MENTcRENOTPc.Da EIDA
GS TO THIS DDCUMENT PEPMITIFDANO
MIK10 I N:
6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED '���
AFCO 1-2297 AFCO A-276/P-2000 AFCO H-497
n7SILICONE SILICONE SILICONE ,..,.3oa� iok1!N�.t»]����` "
fit .......;:-.
F0PE GAT.0E ADTrtIaVAT0n n0.b3)8
2X WOOD BUCK 2X W000 BUCK 2X WOOD BUCK
DATE: 02.05.14
DWG. Y: CHK.
OPERABLE SILL Y:
� OPERABLE SILL X101 OPERABLE ADA SILL GL TJM SS MSS
6 OUTSWING-NO AN CHOIRREQUIRED 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS
AFCO A-117 ENDUPA Z0BL4565F ENDURA HCIS000 DwG,u:A010871A
SHEET: OF 8
OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW C
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM V
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
PREPARED BY:
IkMIN. 1%WOOD BUCK
EDGE DIST. (OPTIONAL) BUILDING DROPS,INC.
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