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Product Approval Menu>Product or Apylication Search>Application List>'Applicatlon Detail
VPRnittln9 pePf r'rc` Permi 9 De
ttin
FL# FL16708-R9 Wog partment
St. St. Lucie Count,:
Application Type Revision
Code Version 2017
Application Status
i
Comments
Archived
Product Manufacturer
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls;OR 97601 �l
(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 j
Quality Assurance Representative
Address/Phone/Email
I
Category xterior Doors
Subcategory Swinging Exterior Door Assemblies
I
I
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
s Evaluation Report-Hardcopy Received
i
Florida Engineer or Architect Name who developed the Hermes F. Norlero, 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
i
Certificate of Independence FL16708 R9 'COI COI JW SS 2015-04-27.pdf
I
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
Fl-16708 R9 iEquiv ASTM E84 Equivalency Letter SS 2017-08-31.pd
Sections from the Code
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c I i
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i
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Product Approval Method Method 1 Option D
Date Submitted 04/22/2019
Date Validated 04/22/2019
Date Pending FBC Approval 05/01/2019
Date Approved 06/18/2019
i
' I
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 80
Fiberglass Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R9 II A010871A X,OP Q SS 2017-02-09.pd
Approved for use outside HVHZ:Yes Verified By: He F P.
Norero, E. 73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16708 R9 AE PER4663.1 SS 2017-11-17.pdf j
Created by Independent Third Party:Yes
i
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 R9 II A010872A X,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 R9 AE PER4438.1 SS 2017-11-17.pdf
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 z 8-0
Fiberglass Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FC16708 R9 II A010873A XX,OPQ SS 2017-02-09. 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 R9 AE PER4664.1 SS 2017-11-17.pdf
Created by Independent Third Party: Yes
6708.4 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 R9 II A010874A XX,GLZ SS 2016-08-26.pdf
Approved for useo de 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 R9 AE PER4440.1 SS 2017-11-17.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 R9 II A010875A OXO,OX 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 R9 AE PER4665.1 SS 2017-11-17.pd
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 R9 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 R9 AE PER4442.1 SS 2017-11-17.pdf
Created by Independent Third Party: Yes
' I
74MAXPREPARED BY:-
:` :O:A:�WIDT �--- _._ ,._.,:�._.._..__—___..:_._: _,
5 4
JEL■� y* T . .r 11^Eye p ® BUILDING DROPS,INC.
t\ 1 lY L,Q'iY S YT's .L"N V,1:,, '.� 1. 390E RVI BEACHBWD.,STE 338
6'• DMIA BEACH,FL 330M
.. " ➢H:19541399.8478.
6., FAX:195a17a4a738
WEB:ww.buildlnedrtpsmm
a. ,z
DESIGN PRO/SMOOTH PRO FULL LITE '
w 5 6' °W
IMPACT APPROVED " ® W
z_ ACTIVE ® INACTIVE w o _ zI.— 2,.FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 3 0 3 =a a o ��—,z o ;�m
w ^ �
GENERAL NOTES:. �.Q- 0 L
C7
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA Ll
•�.a Q p
BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: 3 a 7 Dc Z ',zz
• TAS 201.94 4 4 4 CL J Qa
•
TAS 202-94 CZ ELEVATIO
TYF N 1 ' 'vi ;o
• TAS:203-94 .. L a'-B'—HEIGHT WQ LU
..._._-2.—ADEQUACY_OF_THE EXISTING"STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING"AS A MAIN WIND FORCE 74"MAX.O.A.WIDT U p °
_ a
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE - -- a 1 - "'-- -- - -- ._----" -"` --"}a U)
FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF s. a _F K
INSTALLATION. d
r
3, THE.INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECTACTUAL CONDITIONS FOR y g' - F
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION 70 DEVIATE FROM THE REQUIREMENTS DETAILED - 2 REMARKS - BYJ DATE
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS 6
DOCUMENT.
•3 Add Muhl-Point Lock&Radius Lt GL /23/14
6
Add GU Hardware LS /24/16
4. APPROVED.IMPACT PROTECTIVE SYSTEM ISNOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT �. 1
RESISTANCE. - 6
x z
0\NS2 0w
5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. a
ANBso m
2 w4 IBE PFYBD UCW rN WHeIEDH pair
ACTIVE B INACTIVE
so wx�OVrwRniEx Co.W—uilDIHGD3Dp —
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BUNDS BETWEEN l7 m< W o AIiEBAigtb.ADDrtIaNs,,uGHLiGMrxG,O9D—
O M4BfIxGsmixrsocou NTMExar Doal DAH.
GLASS,DECORATIVE,EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)LITES. Z LL Z w xva I ArE o BCEBnn n°x
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 PRODUCTO 5 ``��5-p�S F.
MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY / �� Q-`•,•• ��.
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH+OH HEIGHT IS 21.0 `�� • • '�'Po
� 7
3 a
a a a �i��� 2rt•sNGnE•o'•• ����
n TYP.ELEVATION 2a
,
A
TABLE OF CONTENTS g'O°0O°B ItF16Hr FBpEEEni.tO 1a�n7e
*►Y7YT4i;t4_
SHEET REVISION. ''SHEET DESCRIPTION- -- - - Dig "" � _.
NOTE: ltallysigned by Hermes F.Norero,P,
1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES INACTIVE AND ACTIVE DOOR PANEL - Reason:.I am approving this document
ORIENTATION 15 INTERCHANGEABLE. Date:2016.08.2619117:33-04'00'
2 B TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14
3 B OPTIONAL 2X BUCK ANCHORING DETAILS .DESIGN PRESSURE(PSF) Y: CHK.
' MAX.OVERALL WOMINALSQE _ MISSILE DWG.
,DY:
B VERTICAL ASSEMBLIES 'CONFIGURATION : IMPACT GL/TJIVI Y:
SS MSS
5 B HORIZONTAL ASSEMBLIES INSWING OUTSWING SCALE: NTS
WIDTH HEIGHT RATING`
POS. NEG. POS. NEG.
6' B GLAZING DETAILS XX 61-0" 6'-8" 601B 600 6D0.D 606 LMI&SMI DWG:-#:A0108.74A
7 B WOOD.SUBSTRATES - XX RADIUS 6'-0" 6'-8" 60A6 60a 6D'6 605LMI B•>iMl SHEET, OF9
8 - B CONCRETE SUBSTRATES XX 1 '6'01 8'-0". 1 50A ISO 50^ 1 50 1 LMI&SMI
9 B COMPONENTS:&BILL OF MATERIALS _ A:SEE GENERAL NOTE,7,SHEET 1,:FOR WATER INFILTRATION APPROVED SILLS.
„_. - B:DESIGN PRESSURE LIMITED TO,+/-5DPSFWTTH USE OFGU HARDWARE,.ITEM#21 -
..--r—INSTALLATION NOTES::—�-- _.__.-------
1,
__.._._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 1/16 INCH OR GREATER OCCURS.SHIM(S).SHALL BE - SEE TABLE 74"MAX.O.A.WIDT 398E.DANIA,DEAtl aLVD.,M.33
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. - DANIA BEACH,4x33004
FOR QTY, - � oNaeul39s-a+re ..
3. MINIMUM EM3"TYP. 3"TYP.
EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO - - 11/2"TYP. FAX:I9S4)I44Ar3R
- -. wED:w:,w.bvAamRamcsran;
STUCCO,FOAM.BRICK VENEER;AND SIDING; - _ -
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL _ _ _ _ N
OR HAVE A CORROSION RESISTANT COATING AND SHALL BE ED D G2 G2 Lu •.�
INSTALL IN ACCORDANCE WITH•ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS. D.: y.' N C)
5 ' z �omc
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION'ANCHORS INTO MORTAR ;.n''
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE j z ,a;a v N
SHELL OF BLOCK. F, C O 5
z 2 E'C VI �n
I-
CL w F-
'D� lil
6. FOR 2X STUD CONSTRUCTION;ANCHORING OFTHESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK �.y Lu � O-a
CONCRETE/MASONRYCONSTRUCTION: - - n W 0 m x
7. INSTALLATION ANCHOR.CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE O1< O o
FOLLOWING PROPERTIES: z z LL v 6 u
A.WOOD-MINIMUM SPECIFIC GRAVITY OF.0.55. I I C Q °
B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. a x.3.0 lu O 2 a
C. GROUT-FILLED CMU-UNIT.STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM 60M PRESSIVE'STRENGTH _ O�-a _ w u
OF 2000 PSI AND GROUT.CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 20DO
D.HOLLOW BLOCK CMU-UNITSTRENGTH{ONFORMSTO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI. @ U -
- � d
8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR IN CTIVEACT E F
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 Molu-Point Lock&Radios U GL 06/23/14
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. D2 - 3"TYP. D2 Add GU Hardware .. l5 08/24/16
ANCHOR TABLE (:LTYP.ANCHOR,LAYOUT
S'-9'OR B'-0"DDDR HEIGHT
6'8"DOORS 8'D"DOORS ANOSW...D E.v_.uaDM Vq 1—MANr
rN4 0 W_NDN_of.—NG—m WC
AliDunoNz AODmaxt wcxlwNnNc,on mNER
ANCHOR MIN. MI #OF #OF mnnuxcarotxrs oocvrnDrARCNm vEANmED Ano
ANCHOR TYPE SUBSTRATE MAX,O.C. MAX.O.C. ixv i nanou
SIZE EMBEDMENT DISTANCESTANCE ANCHORS AT ANCHORS AT
SPACING AT SPACING AT
JAMBS HEAD/SILL JAMBS HEAD/SILL ,1111111JJJJJ,
CLUSTERS - CLUSTERS - F. O
2X WOOD BUCK
WOOD SCREW #10 ORFRAMING 1-1/2" 3/4" 37-1/2" 4 17.114" 4
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-IW 4 17=1/4" 4 7 --
1-3/8"-CONC. -O''• T T f
ELCO ULTRACON 1/4" CONCRETE/CMU 1" 17-1/2" 4 17-114" 4 ��•�, C "X441
1-1/4"-CMU
-TTWTAPCON 3/16" CONCRETE/CMU 1-114" 1" 11-5/8" 8 14.3/8" 6
Fac¢axf.6a�►19"FSFt4I1��95)a
2-#12X 3"PFH 62 - - - .
SCREW C2 - 1-STRIKE PLATE ..
2•#8X3"PTH F2
NOTEf SCREW 1-STRIKE PLATE 1-TDP ASTRAGAL 1-STRIKE PLATE �1 -
INSERT PLUG
4RIKIPLATEDATE: 02.05.14INTO BED.OF SILICONE - - 2-#8X3"PFH
DETASCREWS DWG. Y: CHK. Y:
DETAIL C2 TYP.ASTBAGALI DETAIL I2 - GL/TJM SS •MSS
TYP.ASTRAGAL , .ao. MULTI-POINTDETAH2 TYP.TOP ASTRAGAL/ SCALE: NTSINSERTPLUGWITH STRIKE LOCATION TYP.TOPASTRAGAL MULTI-POINT STRIKEDETAIL 62. 1-BOTTOM SHOOT 2-#9 X 2 1/2"PFH MULTI-POINT ONLY STRIKE PLATEH2 - LOCATIONPFH SCREWS STRIKE LO TION LOCATION12 DWG•'#'/A010874A '
ASTRAGAL ONLY INSERT PLUG BOLT INSERT PLUG 4#9X 2 I/2'PFH �-2-#9 X 21/2"PFH '
(INSWING ONLY) DETAIL E2 . . . . SHEET; OF9
W/STD..REINFORCEMENT PLATE{INDERREINFORCEMENT.
INFORCEME T.D. STRIKE ASTRAGAL PlFH SCREWS SCREWS
UNDER REINFORCENENT,PIATE) ASTRAGAL ONLY STRIKE STRIKE PLATE - -
PLATE FROM
(Z)INSWING SILL SECTION VIEW HARDWAREKIT CU)_OUTSWING SILL SECTION VIEW G HEAD SECTION VIEW
' SEE OE1NlWOR C3 ABOYE SEF DETALLFSORE2ADOVF z INSWING SHOWN OR45WINGSWILAR _
PREPARED BY:
BUILDING DROPS,INC.
399 E.DANIA 0EA OLND.,STE.338
DANIA OEACN,R 33DDE
PH 195AI39m,Im
FAX:19Se17aEAM
4 1/2"TYP. 41/2"TYP. Z wEe:vnw.6vudmgaaas�D
11/2"OFFSET TYP.
in y a
m
O
u- U
:z U Q 3�
w 0 4 m � A g a
x x
q I Z
a� Z �
2a
o 0 Q n"
� F
� REMARKS BYJ DATE
Add Nlult4PoiM Lock&Radius LIGL 61112314
�TYP.ANCHOR LAYOUT Add GU HaNwarc Ls osrza/16
�fR10NAL EX IRXX IN I—IIITF/MAS.—
v 'DIM
6EREW
N0TPE— VnmtE OA vgaT
Y/I YA TENCONS[MDiDWIpNG DRDM.INC
ALT—EWMNS AD
DI—mENi,IRGNLIGND, OR OEMFp
MANq.SiO THIS DONMAAf df pERMfiiFD AND
INV Ai
11/4"MIN.EMBED TYP. \\,lltllllltTF2j
ES F.
N SEE TABLE 2X BUCK ANCHOR TABLE
WS Z :0
O 0 C B'8"DOORS B'D"DOORS .*. 7 +
Z zMIN.EDGE MIN.CENTER
g ANCHOR TYPE ANCHOR SUBSTRATE MIN. DIST.TO TO CENTER
SIZE. EMBEDMENT SUBSTRATE DISTANCE MAX.O.C. MAX.O.0 ! <[Y`
SPACING AT SPACING AT • "�_��
2X WOOD BUCK INSTALL. JAMBS JAMBS i F naC��
(2XOOD BUCK ANCHOR PER BUCK ANCHOR TABLE if�fNn 33��\�
ITW TAPCON 1/4^ CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4" � �f�``\
fsm cFR.
ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/B"-CMU 1" 4" 25" 341/4"
�ZX WOOD BUCK INSTALL. �2X WOOD BUCK INSTALL. 1.1/4' CMU
3 aou sEcrwN 3 smE
,!V
DATE: 02.05.14
NOTES: DWG. Y: CHK. Y:
SS
1. 2X BUCK B NOT FOR INSTALLATION GLJM SS MAT SILL.THRESHOLD SHALL BE FASTENED NTS
IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 2. SCALE;
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.#:A010874A
SHEETi OF9
3
PREPARED BY:
BUILDING DROPS,INC.
399 E.DANIA BEA01 BLVD.,STC333
DANK BEADY,FI:3;tl00.
PH:(9%)99984]8
PAA.195417444733
' - 1 - ,. WEB w.wbuildinBEnTDSxom:.
a
J >
0 A ry
INTERIOR s.. EXTERIOR EXTERIOR ��.. INTERIOR - 4 a J a:a N
2 m S F r-
4
Q pQ w "x
U ENj3
Q4 Q
J
1 OPERABLE HEAD 3 OPERABLE SILL w W
-------- - -- - - - - -OUTSWING -INSWING-SIMILAR--- -- - --`F - -INSWING ----- -------._-. --- -- — - -_ R..- ..
4; --- _ _
ENDURA ZAIL4565F ;� ..
r
REMARKS BY1 DATE
Add Multf-Point Lock&RadiusL GL 6/23/14
Add GU Hardware:' ,'..15 08/24/16
auosxnuxorBE RElrtoouclDlli svxot4oR vAm
YAll..'0.RTCx lDNS[MOF adRpNG ORW I.
AtTE0.ATDA4AIN)TDNS,NWNLH:x7FWM OE
ARIUNGS TD n83 DONT.[NTAM1[NOl YCANDTED PND
B i more RCE nnv,DN
8
_. S .INTERIOR _/ : EXTERIOR 7 INTERIOR.- EXTERIOR. Folo
II/J//�/�i
4 OPERABLE 51LL7 OPERABLE SILL
_ n — _ I� �ERItE44Jyy1rAD• � ��
.Y OUTSWING 4OUTSWING
AFCOJ-2297 - OPTIONALAFCOH-497 - wvEcm#." 04i �ss7e
arygp�Pta
DATE: 02.05.14
DWG. Y: CHK. Y: .
GL' TJM SS MSS
SCAlt NTS
DWG- A010874A
SHEET: OF9
PREPARED BY:
HINGE SCHEDULEHINGE DETAIL _—
DOOR HEIGHT QUANTITY /2"PFH:
PLACE#9X2-1y2"PFH SCREW.NEXT TO WEATHERSTRIP - BUILDING DROPS,INC.
6'.8" 3 398 E.DANIA BEACH ELM,STE.338
PN:195A1999841e
FAX:19541144A]38
" .. -. _ - WEB:vww.buiitllrgdmps.mm
1 L g
J 0 n w
In 1°'Vd
AN INTERIOR 8 ��� �.Q LU -o.J N to
al
3-p8 X11/2"PFH
. —_1
INIOR I 1-REINFHOOROCEMENT tiSL
STRIP SO Ln Q
1-t9 X 2-1/2"PHILLIPS OQa
ai
LL
V) W m Y.
FLATHEAD WOOD SCREW
• 3-N9 X 3/4"PHILLIPS
- FLATHEAD WOOD SCREW --` f .Z� Q g o:
EXTERIOR EXTERIO l7 N Vr °
- - 4-#9 PHILLIPS FLATHEAD WOOD SCREW �. "
14 USE 3/4'LENGTH FOR 61-B"DOORS Q p'
_-.USE 1"LENGTH.FOR 8'-O".DOORS.,
MEETING STILE 3 HINGE JAMB
5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR
REMARKS BY DATE
Add Multi-Point LI,k&4diuIi Lt GL 6/23/14
Add GU Hardware LS 08/24/16
GU MULTI-POINT LOCK
5 TOP/BOTTOM REINF.PLATE-ACTIVE PANEL ONLY
M
nN05NAlLNOTBE XfYRODUL40w YmOLf OP RART
WrtN01R WRIiRN roNSFM DF OflOPf.ING
ALT 0TO 5,1000LIMENRHLINOT VVORWDA
4-#8 X 13/8"PFH MA9gIN02 i0 11115 OOP1MENTARENOTYERMrt1FU AND
INV RCEflTI(iCATI N.
1-.REINFORCEMENT PLATE o
HOPPE#2512296 F JJ1Q I��ii
.0
zz
- 7
/ D T T �.
.. _ -
r f NO.73IA
-F6PECfRfE �4'M1QN�v 29ST8
4 HOPPE-MULTI-POINT LOCK DATE: 02.05.14
TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG. Y: CHK. Y: c
HOPPE . ' HOPPE . - G'LjT�M >SS MSS
3 #8 X 2 PFH _../ 13'-lLB X 13/8"PFH(6'-8"UNfTS) - .
W/STRIKE HARDWARE 15-,#8 X 13/8"PFH)8'-0"UNITS) SCALE: , NTS.
1-MPL STRIKE PLATE. DET/IL AS - COMES W1 HARDWARE
z=a9xs/B^aFH HOPPE/GUMULTI-PT GU DWC3.'#:A010874A
12-#8X11/2"PFH.(6'-8"UNITS) - SHEET: - OF9
W/STRIKE HARDWARE
FASTENING 14-#8 x 11/2"PFH(8'-0"UNITS) CC
PREPARED BY:
Ik
BUILDING DROPS,INC.
398 F.DANA BEACH MM,STE.338
.ANA EACH.It 33001
PH:19S4I390 8418
fm(SM) xr,38
wEB:wrvw.bulidl�dropzmn
1"MAX. 3"MAX. 1"MAX. Lu
1/2"AIRSPACE 1/2"AIRSPACE 1/2"AIRSPACE 1"MAX' 1/2"AIRSPACE
� o$
N
INTERIOR EXTERIOR INTERIOq EXTERIOR IMEAIOR EXTERIOR INTERIOR EMEgIOR O o
1/8"ANNEALED GLASS 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS C j N
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UND TOPS
62 1/2"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+/-60 PSF ONLY
REMARKS BY DATE
Add Multi-Point Lock&Radius GL 6/23/14
Add GU Hardware LS 08/24/16
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SEE TABLE SHEET Add Multi-Point Lock&Radius L GL 06/23/14
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AFCO J-2297 AFCO H-497 DATE: 02.05.14
DWG. Y: CHK. Y:
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SCALE. NTS
fl OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW DWG.a:A010874A
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� SEE TABLE SHEET Add Mufti-Point Lock&RBdIusL GL 6/23/I4
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BILLOFMATERIALS
ITEM» DESCRIPTION MATERIAL 17 HOPPE MULT,POINT LOCK 21 GU SECURY S-BOLT MULTI POINT ' AN
FINGER-JOINTED PINE BUILDING DROPS,INC.
SOLID PINE 390E DANK BEACH BLVD.,STE.3M
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10 (NOTUSED) WOOD b
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11 .. (NOT USED) - WOOD 199 HEIGHT LUCD
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14 BUTT HINGE(SEE SCHEDULE SHEET 5) 6 HEIGHT 6 V 0
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15 KWIKSET LOCK SERIES 400 STEEL D REMARKS BY DATE
16 KWIKSET DEADBOLT SERIES 780 STEEL 0 .Add Multi-Point Lock&Radius L Gi. 6/23/14
17 HOPPEMULI-POINT HARDWAREHLS9000 STEEL zo OO o Add GUHartlware L5 08124/16
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