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Elm FL# FL16708-R9
Application Type .
Code Version 2017
Application Status Approved
Comments DV
Archived C13 FILE
Product Manufacturer ELD-WE
Address/Phone/Email 3737 Lakeport Blvd REYIEWED FOR
Klamath Falls,OR 97601 COMPLIANCE q
(800) 535-3936 CODE COMPLIANCE
fbci@jeld-wen.com ST. LUCIE c®UNTY
Authorized Signature Rylee Sumner Fricks BOCC
fbci@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 Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
ED 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 :2:'31/2DO �
Validated By P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL16708 R9 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 R91 Eauiv ASTM E84 Equivalency Letter SS 2017-08-31.prf
Sections from the Code
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
Date Revised 10/15/2019
Summary of Products
L# Model,Number or Name Description
16708. 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 R9 II A010871A X,OPO SS 2017-02-09.puff
Approved for use ide HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistan •Y Created by Independent Third Party: Yes
Design Pressure Evaluation Reports {
Other: FL16708 R9 AE PER4663.1 SS 2017-11-17.�f
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 ix 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-I6.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.Wif
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 -0 x 8-0
Fiberglass Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R9 II A010873A XX, OPO SS 2017-02I09.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 R9-AE PER4664.1 SS 2017-11-17.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 610 x 8-0
Inswing and Outswing r
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL1670'8 R9 II A010874A XX,GLZ SS 2016-08126.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 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 R9 II A010875A OXO, OX QPO SS 20 7-02-09& f
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.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-
O'x 6-8 and 9-0 x 8-0 Inswing and Outswing
Limits of Use I Installation Instructions
Approved for use in HVHZ:Yes FL16708 R9 II A010876A OXO,_OX 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
Evaluation Reports
I
PREPARED BY:
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El
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BUILDING DROPS,INC.
.. ♦,;xy ', (8• p, ::V'•, A,.y>t>G.�:. WEN:
398 E.DANIA BEACH BLVD..SFE.3l8
.......::...e..:.::....,. .5:..::.:.:.:.....:.1.,....... Ali W: DANIA BEACH,FL 33001
................. ............................................
PN:953 9?eC]e
FA%:195117HA738
WEB:w WI[dinedr,ps.
DESIGN PRO/SMOOTH PRO/STUDIO
IMPACT APPROVED MAX.
O.A.,A.WIDTH �
V7
6 1 Z 0 m m a N
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 371/2"MAX. fi a o o z g m
O.A.WIDTH
fi 1
9 IF
0 ti a N W m n LL
GENERAL NOTES: ® Q m S
H
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA Z R Q p
BUILDING CODE(FBC),INCLUDING HVHZAND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: \ = e z Zwi
• TAS 201-94
• TAS 202-94
• TAS 203-94 `-'.�- w 3 O rn.-�w 5 y Q 5 .:W°:
3 5 F- 0 w
� 5 (7 m 4
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE 0°a a 8 o Z t7 LL fi
z z ACTIVE z O_Ln
RESISTING SYSTEM CAPABLE-OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE L7'+- 5 p ACTIVE u+ N-4 5 ® _ �U)
LLJ
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF Z< 5 Z 3 O fi lY Lam?
INSTALLATION, j vii 5 = O? 1" d '••�7
O zQ m
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECTACTUAL 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 Mil,Mufti-Point Lock GL Ofi/23/14
DOCUMENT.
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT L
3 a 5 a 7 s 9 3 4 5 F 7 R 9
RESISTANCE. a 4 4 a 4 4 a a a a a a a a
S. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH TYP.ELEVATION 1 TYP.ELEVATION 2 fHISDWUMENTism PROP RO
DOORS ARE QUALIFIED. 1 6.d DOOR HEIGHT 1 DOOR HEIGHT wmoOTwnnrtNCDNsini OF WADNGo OM IARTNcn�
M.TEI TOKP OKHIGHnGHTNG.ORo1HER
M.
NG9TO11U5 WNMFNTARENOT PDVAITTEOAnO
6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF.
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. .0 '
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH:OH HEIGHT IS c 1.0 ���'• ' F ��y.,
NOTE: ....
DOORS SHOWN ABOVE MAY BE LEFT
OR RIGHT HAND OPERATING
.. 1
sir �gQS��6p�{E8'��.�fF+,l.'��`
TABLE OF CONTENTS FBPENR.OF nu]NORvn na>ynx
SHEET REVISION SHEET DESCRIPTION - ------ Igitally signedDy Hennes F.Nam.,P.E.
eason:I em approving this document
1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ale:2017.02.0915:24:09-05'00'
2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14
3 A OPTIONAL 2X BUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS DWG. Y: CHK. Y:
MAX.OVERALL -DESIGN PRESSURE(PSF) G L J M SS MSS
4 A VERTICAL ASSEMBLIES NOMINALSIZEMISSILE
5 A HORIZONTAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPACT SCALE: NTS
6 A WOOD SUBSTRATES WIDTH HEIG POS. NEG. POS. I NEG. RATING DWG.N:A010871A
7 A CONCRETE SUBSTRATES X 3'1N 6'-8" 65• 65 65• 65 LMI&SMI SHEET: OF8
8 A COMPONENTS&BILL OF MATERIALS X T-D' 8'-0" 50• 50 50• 50 LMI&SMI
-SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
� ' rd
PREPARED BY:
INSTALLATION NOTES: - - - - --
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. n*
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)SHALLBE 398 E.DANIA BEACH BWD.,SM 338
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DANIA BEACH,FL33004
PH:199313938
3. MINIM UM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,I N CLU DING BUT NOT U MITED TO FAn:l9sal]u a]3a
371/2"MAX. WEB:w.w3wllalneGroos.�vn
STUCCO,FOAM,BRICK VENEER,AND SIDING. O.A.WIDTH r
VI
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL "TYP• O W -
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR C2 C2 p J N$
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
ti Z m
0 m O
i h zd
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR ® 0 U, z w00
JOINTS.EDGE DISTANCE 15 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE 5
SHELL OF BLOCK. I ° ¢ _=s
V,
CL
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FDR 2X BUCK m n
CL
'1�c a
CONCRETE/MASONRY CONSTRUCTION. L 0¢ ms
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THEE m ...
..
FOLLOWING PROPERTIES: m^ y w Zw;
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. m O
B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, z x 8 x
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH 3 Z< z z w Z �.
OF 2000 PSI AND GROUT CONFORMS TO ASTM 0476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 3 p w a O Q ac
PSI. r 012D.HOLLOW BLOCKCMU--UNITSTRENGTH CONFORMSTO ASTM C-90WITH MINIMUM COMPRESSIVE STRENGTH - U y.
OF 2000 PSI.
8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR ~
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. i
r REMARKS BY DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM _ Add ADAS111,MNR4PDIDi Lock GL 08/2-1/14
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
A2 A2
ANCHOR TABLE �TYP.ANCHOR LAYOUT
6-8'68'C DOOR HEIGHT
ANOSI-NOTBEREPRODUCEDINSYNOfE A=
6'8"DOORS 8'0"DOORS wITHD.1—DRODN or Bunnnc osovs,Ixc
ON;ADDITOW NIGN UGHONG,OR
NaivOTHER
N WRIENT ARE NOT IBM—AND
nAuw
ANCHOR MIN. MIN.EDGE
ANCHOR TYPE SUBSTRATE MAX.O.C. MAX.O.C. �C.:.: // " "
SIZE EMBEDMENT DISTANCE SPACINGAT SPACINGAT 41t*_A�.7 ���`
JAMBS JAMBS `' ��
NOTE:
2X WOOD BUCK NO ANCHORS REQUIRED ATTHE SILL FOR SINGLE DOORS(X)ONLY. O:.
WOOD SCREW #10 OR FRAMING 1.1/2" 3/4" 17-1/2" 17.1/4" .. .7
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4"
1
ELCO ULTRACON 1/4" CONCRETE/CMU 1-1/4"-CMU 1' 17-1/2" 17.1/4" ........ :T.....:
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 10" 14.3/8" O
BVE¢m.acnuTNORIrn
B 2 2-49 X 21/2"PFH
SCREWS
DATE: 02.05.14
2-#9%21/1'PFH DETAIL D2 22 23 DWG. Y: CHK. Y:
PFH SCREWS TYINT SHOE G L J M SS MSS
MULTI-POINT SHOOT BOLT
PLATE LOCATION SCALE: NTS
DETAIL B2 (RH PLATE SHOWN) A010871A
DWG.#:
.NP.
HOPPE IBOTTOM SHOOT
MULTI-POINT SHOOT BOLT BID, ,, SHEET: OF8
PLATE LOCATION HOPPE 62098911 Zip
A SILL SECTION VIEW C HEAD SECTION VIEW 2
z INSWFNGSHOWNOUTSWINGS HABINSWING SHOWN OVISWING SIMIIAR
SEE DETAILM SEE DETAIL DZ
1.
r • t'P
PREPARED BY:
BUILDING DROPS,INC.
4 1/2"TYP. 41/2"TYP. 398 E.DANIA BEACH BLVD.,STF.330
C. DANIA BEAC95113 044
F- PH:1996J399�B3�
1-11/2"OFFSET I FAX:(954)741.4738
WEB:N—.D"RdlnedraPE—
T
3 m"
neT
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W
cc d�m�
W � J wLLae
a SL230 SL130,LEFT 511.130,RIGHT 511.230,8'0" SL130,8'0" ¢ 5 a
r
o¢ CO w
X ^g`
X x
J z
C4, Z w
z
2 ai
U
W Q Z a'
D:
Y .LA
r D:
m
F
�TYP.ANCHOR LAYOUT SL220,LEFT SL220,RIGHT SL300,LEFT SL300,RIGHT SL600 REMARKS BY DATE
VE --
Add ADAsiII,V1,16-Point Lod, GL 06/2.1/14
QUALIFIED SKIN PATTERNS Add Qualified Skin Patt— LS 12/21/16
.250:h 010GD UMEra Is THE PROPERLY OF WILING I—.1C
N ANDSHNE NOT BC RCPRODUCCD IN WNOIL OR PMT
+.OSO WITHOUTWNTIEN.1111 TOFBMIDINGDROPS,INO
.092_.005 �•030t.010 `-s TRILINVAL o�C WENTAARREnmlDr AL-13ER.
1/4"MIN.EMBED TYP.
2
P.GROOVE DIMENSIONS
�N
rSEETABLE _� � ��.'
O
z cu:
2X BUCK ANCHOR TABLE
0
1 2X WOOD BUCK INSTALL 6'8"DOORS BIO"DOORS f D .
• `2X WOOD BUCK MIN.EDGE MIN.CENTER
ANCHOR PER BUCK ANCHORTABLE '
@4e E.m 1
ANCHOR TYPE MIN.
SIZE ANCHOR SUBSTRATE EMBEDMENT DIST.TO TO CENTER .... crm.DFnUBmuaw1��nu.asYa
SUBSTRATE DISTANCE MAX.O.C. MAX.O.C. _
SPACINGAT SPACINGAT -
2X WOOD BUCK INSTALL. �2X WOOD BUCK INSTALL. JAMBS JAMBS
cRosssEc'tIOP3 slDEvmw ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 21/2" 4" 25" 30-1/4" DAA'
"-CONC. ^f �I
ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8 1" 4" 25" 31-1/4" 02.05.14
1-1/4"-CMU
NOTES: DWGGL T. Y:JM SS MSS CHK. Y:
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL NTS
SCALE:
2. ANCHORS MAY BESTAGGERED AS SHOWN IN DETAIL4/3. DWG.#:A010871A
SHEET: IFI
3
PREPARED BY:
mi
BUILDING DROPS,INC.
%% 390 E.DANIABEACN,F338
L93004
///�/// PH:19B6)399�83'18
O FAX:(954)]44.4]38
R•\:\•\••
WEB:—.WIldTr.O,-.com
11
11
INTERIOR EXTERIOR EXTERIOR /. INTERIOR Q c
_Q mPN$
4 INTERIOR ./ EXTERIOR H a m
D S OO N R�
V. cr W w LL d
�a m�aLL
ms
oa L m
Q¢ W x
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OPERABLE HEAD OPERABLE SILL (� OPERABLE SILL o a
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4
OUTSWING SHOWN•INSWING SIMILAR 4 INSWING 4 OUTSWING 4 Qo:
ENDURAZAIL4565F AFCOJ-2297
W W a
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EXTERIOR �. INTERIOR 7 REMARKS ETYJ DATE
INTERIOR EXTERIOR INTERIOR EXTERIOR Add ADASiII,M,fti-Point Lack GL 06/23/14
10
�g I
TN SDx°mE ITH PR PERTY-a DING--R--pr-NC
AND SMALL NOT BE REPRODUCED IN VMVIE OR PART
WITHOUT WRRTEN CONSENT OF BUIL°R O DROPS,INC.
HUNG,OR_
5 OT WITTED AND
OPERABLE ADA SILL 6 OPERABLE SILL 7 OPERABLE SILL °A°°5 ENT `" °N
4 INSWING/OUTSWING 4 INSWING 4 OUTSWING
ENDURA HCI5000 AFCO A-276/P-2000 OPTIONAL AFCO H-497
...s��AlID.hR97JB
11
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39a E. ...:.::..
9 DAN INTERIOR EXTERIOR DA:
FBPE QRT.OF AUTnUflIIATUN NU.393]B
-- - B INTERIOR EXTERIOR - - -" - - -- _ - ----
DATE: 02.05.14
DWG. Y: I CHK. Y:
GL TJM I SS MSS
OPERABLE SILL OPERABLE SILL SCALE: NTS
4
OUTSWING 4 OUTSWING DWG.a:A010871A
OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOBL4565F SHEET: OF 8
4
PREPARED BY:
HINGESCHEDULE HINGE DETAIL AT IAMB: m
PLACE#9 X2-1/2"PFH SCREW NEXT TO WEATHERSTRIP BUILDING DROPS,INC.
DOOR HEIGHT QUANTITY 398 E.DANIA BEACH BLVD.,STE,338
DANIABEACH,F03OW
3 Px:l9sa)3".78
FA%:(954)7NA738
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18 191 \\\ cc [b W LL'a
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INTERIOR INTERIOR m 2 a"Q
1-#9 X 2-1/2"PHILLIPS Q Q
FLATHEAD WOOD SCREW
3-#9 X 3/4"PHILLIPS
O FLATHEAD WOOD SCREWS w O
EXTERIOR EXTERIOR` tl
• 4-#9 PHILLIPS FLATHEAD WOOD SCREWS O = 6
6:
17- - USE 3/4"LENGTH-FOR-6'-8"DOORS
USE 1"LENGTH FOR 8'-0"DOORS .
1 LOCK JAMB 3 HINGE JAMB
5 OUTSWINGSHOWN-INSWINGSIMILAR 5 OUTSWINGSHOWN-INSWINGSIMILAR REMARKS BY DAI
Add ADA SII],Multi-Point Lock GL /2
9-#9 X 13/4"PFH 3-#8X2"PFH 13-#8X13/8"PFH(6'-8"UNITS)
8-#9X21/2"PFH W1 HARDWARE 15-#8X13/8"PFH(8'-0"UNITS) soot is EPBaPEBrror Builnu�c
(6'-8"&8'-0"UNITS) W/STRIKE HARDWARE COMES W/HARDWARE rflwmiou wnH�iEnmxsirDi a e. ofl R .
W/STRIKE HARDWARE 1-MPL STRIKE PLATE
4-M PL STRIKE PLATES wuh�s rur;nis BBamcuvninrnni nor vinmirrzoAND
4-#8X13/8"PFH T TH1
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20 21 HOPPE#2512296
0 �11;,�C.a F' 02j�/fit
EXTERIOR EXTERIOR
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INTERIOR o I INTERIOR
.��Y`foFNN �'ffittt.
DANLf
FBPE CERT.OF AUTHUflDAT1011 nU.H378
ROCKWELL MULTI-POINT LOCK JAMB HOPPE MULTI-POINT LOCK JAMB 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 DWG. Y: CHK. Y:
GL TJM I SS MSS
SCALE: NTS
DWG.#:A010871A
SHEET: OF8
5
PREPARED BY:
2X WOOD BUCK ® _
BUILDING DROPS,INC.
MIN. X. 398 L DMIA BEACH BLVD.S 3.88
Z°W DMMHEACH,FL33=
EDGE DIST. % WOOD ANCHOR PH:(954)399-84le
SEE TABLE SHEET2 W.2_ �/ SEE TABLE ON SHEET2 FA%:(954))41.4]38
- WEB:wwrbDlldingdrmP-=
• %� SILICONE
:::::[�W N / � •�
w �2X WOOD BUCK 0
z_a
s° d
4� W wgaN
0.25"
62 MAX. 2X WOOD BUCK I.-
WOOD
WOOD ANCHOR SHIM 0 mo
SEE TABLE ON SHEET 2 MIN.EMBED. U DO
SEE TABLE SHEET 2 \Q
1 HEAD (TYPICAL) Z JAMB (TYPICAL) 3 OPERABLE SILL a oa
6 OUTSWING SHOWN-INSWING SIMILAR6 OUTSWING SHOWN-INSWING SIMILAR 6 INSWING-NO ANCHOR REQUIRED Q
ENDURAZAIL4565F W �
a:
SILICONE
SILICONE SILICONE F
REMARKS BY DATE
2X WOOD BUCK 2X WOOD BUCK
Add ADA sill,Multi-Paint Lark GL 06/23/14
2X WOOD BUCK
rx WOUTIINDTN NSEH1N20WV-00PPIN.
WIIHDVTN'fl1T1EN CONSENT OF W M1DPIGDflOP$INC.
4 OPERABLE SILL 6 OPERABLE SILL 7 OPERABLE SILL AEux�n axs ADDmDMEN—wxnxgofl EDI
n43 aaPIMErviAeE NarPENATTFD Arva
IDN:
6 OUTSWING-NO ANCHOR REQUIRED6 INSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED
AFCO 1-2297 AFCO A-276/P-2000 AFCO H-497 ��*ArL>r�F'.
SILICONE SILICONE SILICONE 3-
44
.. .:mry
FePE6AT.Vi AUTNUPPA .H3]8
2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK
DATE: 02.05.14
g OPERABLE SILL 9 OPERABLE SILL 1 OPERABLE ADA SILL GL TJM SS MSS
IS OUTSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS
AFCO A-117 ENDURA ZOOL456SF ENDURA HC15000 DWG.#:AO10871A
SHEET: OF 8
OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW G
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM V
EMBEDMENTAND EDGE DISTANCE ARE ACHIEVED.
.1
PREPARED BY:
-— MIN. 1X WOOD BUCK — ® -
EDGE DIST. )OPTIONAL) BUILDING DROPS,INC.
SEE TABLE SHEET 2N w �'
h '�•: 398 E.OANIA BFMM BLVD.,STE.330
zol„
CONCRETE ANCHOR SILICONE c=
DA NIA PH:1956139B%)39fL3300A
9 2
SEE TABLE ON SHEET 2 FAx:19s61Tu.6]3e
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1 HEAD (TYPICAL) Z JAMB (TYPICAL) 3 OPERABLE SILL a W
OUTSWINGSHOWN-INSWINGSIMILAR 7 OUTSWINGSHOWN-INSWINGSIMILAR 7 INSWING-NO ANCHOR REQUIRED U "
ENDURAZAIL4565F w Z :4:
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SILICONE
SILICONE SILICONE F
REMARKS BY DATE
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CONCRETE/ CONCRETE/ CONCRETE/
MASONRY MASONRY MASONRY
BY OTHERS BY OTHERS BY OTHERS
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OPERABLE SILL g OPERABLE SILL 7 OPERABLE SILL „°°" °DD°"
MARK G U
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BY OTHERS BY OTHERS BY OTHERS
OPERABLE SILL OPERABLE SILL OPERABLE SILL DATE: 02.05.14
7 OUTSWING-NOANCHOR REQUIRED 7 OUTSWING-NOANCHOR REQUIRED 7UTSWING/INSWING-NO ANCHOR REQUIRED DWG. Y: CHK. Y:
AFCO A-117 ENDURA ZOBL4565F ENDURA HC15000 ADA G L TJ M SS MSS
SCALE: NTS
DWG.a:A010871A
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OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
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EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
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LUMBER O FAN:1954114.4738
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2 (NOT USED)
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4 ENDURA ZAIL4565F THRESHOLD - O F— o 14 o
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6 AFCO A-276/P-2000 THRESHOLD zC 0 m u
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7 AFCO H-497 THRESHOLD - O O®Oo ®� p m s
8 AFCO A-117 THRESHOLD - p Q m
9 ENDURA ZOBL4565F THRESHOLD - O O 0 HANDLE + z
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14 (NOT USED) - C=)c + O
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15 410 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL o
0 0 ° REMARKS BY1 DATE
16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL ol ^a
Add ADAslll,Mnhi-Point Lock GL 06/2i/14
17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL -
18 KWI KSET LOCK SERIES 400 STEEL DO
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21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL
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23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEELV:�P
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O1 FRAME HEAD/JAMBS 4 ENDURA ZAIL4565F 5 AFCO J-2297 5 AFCO A-276/P-2000 22 HEAD SHOOT BOLT PLATE(LH)
VARIES,SEE BOM AT LEFT O THRESHOLD THRESHOLD O THRESHOLD
URI]ATUX NU.HS)B
�- 4ST' 1.75DTE:
4,563" 4.56" 5.62' 02.05.14
DWG. Y: CHK. Y:
OAFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD O ENDURA ZOBL4565F O ENDURA HCI5000 ADA O HEAD SHOOT BOLT PLATE(RH) GL TJM SS MSS
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