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ST. Lucie Countyr Permitting
Code Version 2014 FL# 16708.1
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FLO IYBC I manufacturer Validated By ai,-W
Ft-I 7013- Revision )ELD-EVEN Locke Bowden approved
FL#:FL16708.1 (334)300-
Hi5tar Model:A Design Pro/Smooth Pro/Studio Fiberglass 1800
Description:Single(x)Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0
Inswing and Outstving
Category: Exterior Doors
USubcategory:Sisrtlging Extenor Door Assemblies
Oy G6:3..;p¢..Ys r 05PA sr•a:to-c any raFrt•ty the ezc ant.'c+tnv cosmos on a necessary.
Conlon U5::2401 Did,Stone RoaI L�i:ahacsee FL 3M Phone,850.487-1824
Tri:State of Flcnda n an AA,1EE0 emv!oym SCsy-Pt 7007-2013 e.atn If FI^nd. ::Pnvacv�tal^n•..nt::PccessiLr,tyS•aN.nert::aa!rM�ta:e-
Unger F1;'4a!d..,ema,l SOarl•SSCS arc p�t't recoc;s Ir you co r.;wart yc.-e-ms.:a-=: s relcasea-n res;; rs tp a Jut'.re;:res rR-est,p r•':scr.d
".:"onrt ria:to tria enb:y,instead,muct the c:ice by C^one or try uad,t�cnal nu,If you CS.e any L esatns,;:ease cemact S5C.487.13i5.'Pu, ant to
sect-on 455.275(1).F;cr,da Sla Wtes,e'fea:ve October 1,2012.Lcensees Lcenwc ur.Cer Chapter 455,r.5.r..st provide the oeoarment era an emaa a_aress d
LL they have one.The emaLs Frov.dcd may be used for on-col ipmmunical.on w,th the fi_ensee.Howe%er email addresses are outi�:record.If you d) ot nwish to
suop:y a personal address,;'case orovice the Departnwnt with an email address which can be mace avmla7e to the public.To determine if you are a licensee under
Chapter ass•r.S.,plane O.ck n&.
Product Approval Accepts:
y
F9= fL'"i
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Safe
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10/16/2017
Florida Building Code Online Page 1 of 3
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FL# FL16708 8
�J/�IY J A N = O 6,018
Application Type Revision
Code Version 2017
Application Status Pending F cWpp"le County.Per'mitttng
Comments
Archived =7
/\ Product Manufacturer JELD-WEN
■`i�s Address/Phone/Email 3737 Lakeport Blvd
® Klamath Falls, 97601
(800)535-39366
fbcl@jeld-wen.com
UAuthorized Signature Jason Kantola
fbcl@jeld-wen.com
WTechnical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
U. 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 Hermes F. Norero,P.E.
the Evaluation Report
Florida License PE-73778
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Locke Bowden
2 Validation Checklist- Hardcopy Received
Certificate of Independence FL16708 R8 COI COI JW SS 2015-04-27.odf
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 Eouivalency Letter SS 2017-08-31.Ddf
Sections from the Code
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6... 1/10/2018
Florida Building Code Online Page 2 of 3
Product Approval Method Method 1 Option D
Date Submitted 10/02/2017
Date Validated 12/12/2017
Date Pending FBC Approval 12/18/2017
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 R8 II A010871A X,OPO SS 2017-02-09.r)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 PER4663.1 SS 2017-11-17.pdf
Created by Independent Third Party:Yes
16708.2 B Design Pro/Smooth Pro Single(X)Impact Glazed 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 A010872A X,GLZ SS 2016-08-26.odf
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.)df
Created by Independent Third Party:Yes
16708.3 [Fiberglass
Design Pro/Smooth Pro/Studio Double(XX)Impact Opaque 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 A010873A XX.OPO SS 2017-02-09.0f
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.odf
Created by Independent Third Party: Yes
16708.4 D Design Pro/Smooth Pro Double(XX)Impact Glazed 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 A010874A XX.GLZ 55 2016-08-26.odf
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
Fiberglass 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 A010875A OXO,OX OPO SS 2017-02-
Approved for use outside HVHZ:Yes 09.odf
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 R8 AE PER4665.1 SS 2017-11-17.odf
Created by Independent Third Party:Yes
16708.6 F Design Pro/Smooth Pro Single with sidelite(s)(X,O/O,X/O,X,O)Impact Glazed 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 A010876A OXO,OX GLZ SS 2016-08-
Approved for use outside HVHZ:Yes 26.odf
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 R8 AE PER4442.1 SS 2017-11-17.odf
Created by Independent Third Party: Yes
16708.7 G Design Pro/Smooth Pro/Studio
Fiberglass
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6... 1/10/2018
Florida Building Code Online Page 3 of 3
Double with sidelite(s)(XX,O/O,XX/O,XX,O)Impact
Opaque Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and
Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R8 II A010877A OXXO,OXX OPO SS 2017-02-
Approved for use outside HVHZ:Yes Modf
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 R8 AE PER4666.1 SS 2017-11-17.Ddf
Created by Independent Third Party:Yes
16708.8 H Design Pro/Smooth Pro Double with sidelite(s)(XX,O/O,XX/O,XX,O)Impact Glazed
Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R8 II A010878A OXXO.OXX GLZ SS 2016-08-
Approved for use outside HVHZ:Yes 26.Ddf
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 R8 AE PER4444.1 SS 2017-11-17.Ddf
Created by Independent Third Party: Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine it you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
Cred.t Card--
Safe
i7
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6... 1/10/2018
PREPARED BY:
JELBrWEN BUILDING DROPS,INC.
WINDOWS & DOORS 39g E NNW 11 BLVD, 33a
11�a,E.
PH:195413 111
EAn:195417E447M
WEB:www Wi-gd," cwn
DESIGN PRO/SMOOTH PRO/STUDIO
IMPACT APPROVED O.A.
MAX. s
O.A.WIDTH
s 1 N Z I— m g;x
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 371/2"MAX. 5 4 w z a W
O.A.WIDTH
s eCL
I—a
viw m�oLL
GENERAL NOTES: ® \ U O ra Y
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA 3 p a Q 0
BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: \ ;o = 5 z w Z
• TAS 201-94 _ ti Z w Q
• TAS 202-94 .1DH— Z ^ = 1 l7 Vl
• TAS 203-94 W 3 5 Q m^ s p `^ w
5 U l7 m Q 4 e wO U j
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE L7°° 4 EI O Z 0 ra 5 ACTIVE z tl `�
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE Z LL s 0 ACTIVE —<. s • s F}-- w
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 3 S s Z -0
INSTALLATION. >u 0 s = 0-
0
?
0z
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR f
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED REMARKS BY1 DATE
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS Ada ADA sill,Multi.Point Lad GL 23/14
DOCUMENT.
4. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT 3 a 5 s 7 e 9 3 4 5 9 7 9 9
RESISTANCE. a 4 a 4 4 4 a 4 a 4 4 4 4 4
5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH TYP.ELEVATION 1 �1 TYP.ELEVATION 2
DOORS ARE QUALIFIED. a4-000x HEIGHT ro 000g HEIGHT .m0ou�i`W`1mr.cn`o�s00:.Bull-.1 ��c
nsTa AWITnows.HI
6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. n�aasror^is oomHlm.AA Hm P�rnL.EOAH
REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT I
PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY ```n,� S F.
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH a OH HEIGHT IS 2 1.0
Z .0 s
NOTE: 7
DOORS SHOWN ABOVE MAY BE LEFT
OR RIGHT HAND OPERATING DOORS. = "0
TABLE OF CONTENTS rsrE cEnT.DFAUTHO—TIOINO.:9va
SHEET REVISION SHEET DESCRIPTION .gdally signed by Harms F.Norero,P.E.
lesson:I am approving this document
1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ate 2017 02.09 15.2409-05'00'
2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14
3 A OPTIONALZX BUCKANCHORING DETAILSAND QUALIFIED SKIN PATTERNS DWG. Y: CHK. Y:
MAX.OVERALL DESIGN PRESSURE(PSF) G L TJ M SS MSS
4 A VERTICAL ASSEMBLIES NOMINALSIZE MISSILE
5 A HORIZONTAL ASSEMBLIES CONFIGURATIONINSWING OUTSWING IMPACT SCALE: NTS
WIDTH HEIGHT RATING
6 A WOODSUBSTRATES POS. NEG. POS. NEG. DWG.N:A010871A
7 A CONCRETE SUBSTRATES X 3'4" 6'-8" 65' 65 65' 65 LMI&SMI SHEET: OF8
B A COMPONENTS&BILL OF MATERIALS X T-O" 8'-0" 50' 50 50• 50 LMI&SMI
*SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
PREPARED BY:
INSTALLATION NOTES: -
1. ONE(1)INSTALLATION ANCHOR 15 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 398 E.DANIAISEACH BLVD.,SIE 33!
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DANA BEACH,EI 3
N.l9sA1354B4]B
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO wEB
sAA�19seVAE.e23e
STUCCO,FOAM,BRICK VENEER,AND SIDING. 37 1/2"MAX. .wlH..nHua�nenpEsaN
O.A.WIDTH tn
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL 3"TYP OLU
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR C2 C2 O 3$N
MANUFACTURER'S INSTALLATION INSTRUCTIONS. Z c
a � KO ' d
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR ® O Z a h w m
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE
SHELL OF BLOCK. _ Vf 5
i—CL H m a
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK $Q O Ss
CONCRETE/MASONRY CONSTRUCTION. t3
>-
;o to W w N
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE = m m p a
FOLLOWING PROPERTIES: LAI a a Z:
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. 2 Q 2 = o
B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. _z E! l7 Uis
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH 3 z z z Lu Q
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 j N O W < o
PSI.
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH tQ�
OF 2000 PSI.
8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR p
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. i
REMARKS BYJ DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM ` _ Aad ADA sill,MuRiADIDt Lock GE 23/14
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
A2 A2
ANCHOR TABLE VP.ANCHOR LAYOUT
B'J••t'9•DOOR REIGN
6'8"DOORS 8'0"DOORS
DD E
ABR
IN
S
MOOCOMEHTNOT PERMITTED
ANCHOR MIN. MIN.EDGE
ANCHOR TYPESIZE SUBSTRATE EMBEDMENT DISTANCE MAX.O.C. MAX.O.C. is It"
SPACING AT SPACING AT �%%SES F. O
JAMBS JAMBS
NOTE: ��• '��',,i
2X WOOD BUCK NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. `r:••• .O
WOOD SCREW #30 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" - T
QlO:•••..
1-3/8"-CONC. i .••••
ELCO ULTRACON 1/4" CONCRETE/CMU 1-1/4"-CMU 1" 17-1/2" 17-1/4" i,F """ ��'l;
ITW TAPCON 3/16" CONCRETE/CMU 1.1/4• 1" 10" 14-3/8" Ili IIAT NO29571
S``
62
2'#9 K 2 3/2'PFH
SCREWS
DATE: 02.05.14
2-19 X 21/2"PFH DETAIL 02 ZZ 23 DWG. Y: CHK. Y:
PFH SCREWS TYNT SHOE
MULTI-POINT SHOOT BOLT G JM SS MSS
PLATE LOCATIONNTS
SCALE:
DETAIL 82 (RH PLATE SHOWN)
D2 DWG.#:A010871A
TYP.HOPPE 1-BOTTOM SHOOT
MULTI-POINT SHOOT BOLT BOLT PLATE SHEET: OF8
PLATE LOCATION HOPPE X2098911
(:4) SILL SECTION VIEW �1 HEAD SECTION VIEW
INSWING SHOWN OUI3WING NMIIAR INSWING SHOWNDUTSWiNGSIMiIAN
SEE DETAII R2 SEE DETAIL 02
PREPARED BY:
BUILDING DROPS,INC.
41/2"TYP. 41/2"'TYP. 398 F.wwin 9cncx xlvO.•5TF.339
�U1 004
—F 3 F133
-19541399A4]e
1/2"OFFSET AR
F :19541)44.4)38
1
T { m
O
H d
�O ahem
a
SL230 SL130,LEFT SL130,RIGHT SL230,8'0" SL130,8'0" i m F 5 a
o m w
1xv0 mY
Oa QZ
o Z R ze
oa
a u °
z
� O Q
� a
{ m
ti
REMARKS BY DATE
P.ANCHOR LAYOUT SL220,LEFT SL220,RIGHT SL300,LEFT SL300,RIGHT SL600 tl ADA sill.MuRFPolnl Lock GL 23/1
rnonu u sucR m coNCRFrt/NlAsoxxr
QUALIFIED SKIN PATTERNS Aatl Owlifledsun Patterns Ls 11/21/16
.250±.010 FaR00ucF
nF�'i CONSExTD INC
+.010 —1015, mTIOx NR; xTiNG.
.092-005 1 x.030±.010 RRWOs TO Tws OOcurn xT.RE HOT rENF4mcO.x
11/4"MIN.EMBED TYP. SSS,�S F.
{ i �TYP.GROOVE DIMENSIONS ���Y�Q'�.•
SEE TABLE { 7ci
.O
G• =* .
z
PID = o T
2X BUCK ANCHOR TABLE �O•%i4o ('`":' l(i�
0
2X WOOD BUCK 2X WOOD BUCK INSTALL. 6'8"DOORS 8'0"DOORS
ANCHOR PER BUCK ANCHOR TABLE MIN.EDGE MIN.CENTER �qy
ANCHOR TYPE A SIZE SUBSTRATE EMBEDMENT DIST.TO TO CENTER 9e TD o p ' � s
SUBSTRATE DISTANCE MAX.O.C. MAX.O.C. ORW➢ON NO 297s
SPACING AT SPACING AT
2X WOOD BUCK INSTALL. �2X WOOD BUCK INSTALL. James JAMBS
UIOfa LfCTIOx SIDE WFW
ITW TAPCON 3/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4"
ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/e"4"-CO
-CNC.MU 1" 4" 25" 30.1/4" DATE: 02.05.14
1-1/
NOTES: DWG. Y: CHK. Y:
GL 1M SS MSS
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL
SCALE: NTS
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.#:M A010871A
SHEET: OF8
3
PREPARED BY:
BUILDING DROPS,INC.
39t F.-HB LVO.-3FF.33B
DANIAFACH.
Bx,FL 33000
jFM.195<I N
11
INTERIOR EXTERIOR EXTERIOR INTERIOR O
m
$"
4 5 INTERIOR / EXTERIOR F 0
o Op Ln
x C m m x
OQ 0 CL
IJ.I mY n
OPERABLE HEAD OPERABLE SILL 4 OPERABLE SILL o Q a y
OUTSWING SHOWN-INSWING SIMILAR 4 INSWING 4 OUTSWING a Q Z:
ENDURA ZAIL4565F AFCO 1-2297
O Lu
4
W.
H
H
EXTERIOR / INTERIOR7 REMARKS BY DATE
INTERIOR EXTERIOR INTERIOR EXTERIOR Aad ADA sill,Multi-Point LoF GL /23/14
10
~ I �
.011 TIFx COxSF.x
OPERABLE ADA SILL OPERABLE SILL OPERABLE SILL TOxTHIS�D-uM"'� °�"M���L"Ne
4 INSWING/OUTSWING U INSWING � OUTSWING `♦♦ �5 F.
ENDURA HC15000 AFCO A-276/P-2000 OPTIONAL AFCO H-497
r. .o
7
v
��•'..,.•,,...... G���`
me
9
INTERIOR EXTERIOR
8 INTERIOR EXTERIOR /.
DATE: 02.05.14
DWG. Y: CHK. Y:
GL/Tim SS MSS
OPERABLE SILL 9 OPERABLE SILL SCALE: NTS
4 OUTSWING 4 OUTSWING DWG# A010871A
OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOBL4565F SHEET: OF 8
4
PREPARED BY:
HINGE SCHEDULE HINGE DETAIL9X2-ATJAMB/2"PFH:
1(k
PLACE#9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP BUILDING DROPS,INC.
DOOR HEIGHT QUANTITY 393 c.DANIA SEACN3D.,STL 333
MAI.BEACH,L-
6'-8" 3 ":19541399-e479
Ax.195411aa<>38
4 \ \ WEB.ww 6uItlingErops com
0 N
1 u D
1819 a���
cc Y f f
d
2gu-
i
e G st/
INTERIOR INTERIOR \\ / / Q¢ Q x
1.89 X 2-1/2"PHILLIPS Q Q
/ \ \ FLATHEAD WOOD SCREW a� Z y„
" O
% \ \ 3-#9 X 3/4"PHILLIPS U' N W D
FLATHEAD WOOD SCREWS C)
EXTERIOR EXTERIOR � O
4-#9 PHILLIPS FLATHEAD WOOD SCREWS 'a
17 USE 3/4"LENGTH FOR 6'-8"DOORS
USE 1"LENGTH FOR 8'-0"DOORS
1 LOCK JAMB HINGE JAMB
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9-#9 X 13/4"PFH $
13-#8 X 1 3/8"PFH(6' "UNITS)
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6 AFCO A-276/P-2000 THRESHOLD
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8 AFCO A-117 THRESHOLD - O C
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