HomeMy WebLinkAboutProduct Approval Flotida Building Code Online
NA
Nr
0
� 6 � P 3�•n. � t 4Sfi �r d. �. Y „ h'"�n ��n,..
gg a
4 �� ` -x .• ;i
t y ro f-•� cg xt',x -, �✓�°y, wNi
• Vii.
BCIS Home Log In User Registration ( Hot Topics'- Submit Surcharge .i Stats&Facts t Publications ? Contact Us SCIS Site Map I Links Search
�-. Product Approval
USER:Public User
Product Approval Menu>Product or ADDlication Search>Application List>Application History>Application Detail
yLa s{ FL# FL16708-R9
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
F (800)535-3936
r 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
r � customerserviceagents@jeld-wen.com
Quality Assurance Representative
- t Address/Phone/Email
4' c Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
z} Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
11 Evaluation Report- Hardcopy Received
x ?` Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Evaluation Report
=4
I Florida License PE-73778
;x a Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2022
Validated By Locke Bowden P.E.
0 Validation Checklist- Hardcopy Received
g Certificate of Independence FL16708 R9 COI COI JW SS 2015-04-27.pd
.x
M Referenced Standard and Year(of Standard) Standard Y im
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
hup:Hwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fiZm6TudWOg6cFU 1 Gh3R4CIxCUXCdC%2fAKQew%2f6Q%3d%3d[7/9/2019 4:02:38 PM]
Florida Building'Code Online
�l Certified B
i y Florida Licensed Professional Engineer or Architect
FL16708 R9 Eauiv ASTM E84 Equivalency Letter SS 2017-08-31 pdf
r � R
Y Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/22/2019
4 Date Validated 04/22/2019
Date Pending FBC Approval 05/01/2019
"w Date Approved 06/18/2019
Summary of Products 1
FL# Model,,Number or Name Description
16708.1A 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
............... Jr Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R9 II A010871A X OPQ SS 2017-02-09.pdf
wz Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
`'- Impact Resistant:Yes Created by Independent Third Party: Yes
t� 7 Design Pressure: N/A Evaluation Reports
Other: FL16708 R9 AE PER4663.1 SS 2017-11-17.pdf
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
R 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
ff Design Pressure: N/A Evaluation Reports
k 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 x 8-0
3 Fiberglass Inswing and Outswing
Limits of Use Installation Instructions
w Approved for use in HVHZ:Yes EL16708 R9 II A010873A XX. OPO 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 f
Design Pressure: N/A Evaluation Reports
Other: FL16708 R9 AE PER4664.1 SS 2017-11-17.pddf
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
t, Approved for use in HVHZ:Yes FL16708 R9 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 R9 AE P R4440.1 SS 7017-11-17,12cif
Created by Independent Third Party: Yes
.x. -----— -- — -- ---- -- - ----- -- ---
16708.5 E Design Pro/Smooth Pro/Studio Single with sidelite(s) (X,O/O,X/O,X,O)Impact Opaque Door
t.
Fiberglass 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing
s Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R9 II A010875A OXO OX OPO SS 2017-02-09 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 R9 AE PER4665 1 SS 2017-11-17 pdf i
Created by Independent Third Party: Yes
http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDqu8obl%2flZm6TudWOg6cFU1Gh3R4CIxCUXCdC%2fAKQew%2f6Q%3d%3d[7/9/20194:02:38 PM]
Florida Building'Code Online
x 16708.6 F Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O)Impact Glazed Door 9-
>a 0 x 6-8 and 9-0 x 8-D Inswing and Outswing
„z
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
I
Other: FL16708 R9 AE PER4442.1 SS 2017-11-17aff
., Created by Independent Third Party: Yes
16708.7 G Design Pro/Smooth Pro/Studio Double with sidelite(s) (XX,O/O,XX/O,XX,O)Impact Opaque
' 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 R9 II A010877A OXXO OXX OPQ SS 2017-02-
Approved for use outside HVHZ:Yes 09.oddf
,� ° Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778
I Design Pressure: N/A Created by Independent Third Party: Yes
Other: Evaluation Reports
-" FL16708 R9 AE PER4666.1 SS 2017-11-17.�df
Created by Independent Third Party: Yes
_ 16708.8 H Design Pro/Smooth Pro Fiberglass Double with sidelite(s) (XX,O/O,XX/O,XX,O)Impact Glazed
( Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing
a3 Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R9 II A010878A OXXO.OXX GLZ SS 2016-08-
Approved for use outside HVHZ:Yes 26TDdf
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 R9 AE PER4444.1 SS 2017-11-17.pdf
Created by Independent Third Party: Yes
x;
{ 7 Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 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 apublic-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 if you are a licensee under Chapter 455,F.S.,please click here.
41
Product Approval Accepts:
trcy ® Kock M
Credit Card
X Safe
http://wivw.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFU 1 Gh3R4CIxCUXCdC%2fAKQew%2f6Q%3d%3dl7/9/2019 4:02:38 PM]
398 E. Dania Beach Blvd.
BUILDING DROPS Suite 338
Dania Beach FL 33004
A Perfect Solution in Every Drop 954.399.8478 PH
Certificate of Authorization:29578
954.744.4738 FX
contact@buildingdrops.com
April 27, 2015
TO: Whom It May Concern
FROM: Hermes F. Norero, P.E.
Registered Florida Professional Engineer#73778
MANUFACTURER: JELD-WEN, inc.
3737 Lakeport Blvd.
Klamath Falls,OR.97601
Dear Sir(Madam),
To the best of my knowledge,the above-mentioned product conforms to the current
edition of the Florida Building Code.
Please note that I do not have, nor will I acquire, a financial interest in any company
manufacturing or distributing the product(s)for which the reports are being issued.
I also do not have, nor will I acquire, any financial interest with the Laboratory that
performed the test(s), or with the Engineer witnessing the test(s) and sealing the test
report(s).
Respectfully submitted, ����+���III/,�
p
. 0
o. 7
/ANAL e;�G,s` Digitally signed by Hermes F.Norero,P.E.
Reason:I am approving this document
Date:2015.04.27 20:14:19-04'00'
Hermes F. Norero, P.E.
Florida Registered Professional Engineer#73778
Page 1 of 1
BUILDING DROPS 398 E.Dania Beach. Blvd
A Perfect Solution in Every Drop! Suite 338
Dania Beach, FL 33004
Certificate of Authorization:29578 954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
August 24,2017
TO: Whom It May Concern
FROM: Hermes F. Norero, P.E.
Registered Florida Professional Engineer#73778
MANUFACTURER: Jeld-Wen
3737 Lakeport Blvd.
Klamath Falls, OR 97601
This document shall serve to state that Jeld-Wen products tested in accordance with ASTM E84-05 as per the 5th Edition
Florida Building Code shall be qualified for the requirements of the 6th Edition Florida Building Code.
The testing on the products complies with the requirements specified within the ASTM E84-13 standard,as required by
the 61h Edition Florida Building Code.This standard is listed under Chapter 35 of the current Florida Building Code and
titled"Standard Test Method for Surface Burning Characteristics of Building Materials".
ASTM E84-13 has been reviewed and determined to be technically equivalent to ASTM E84-05.All test results meet or
exceed requirements of the 6th Edition Florida Building Code.
Respectfully submitted,
7 _
S/ONAL Digitally signed by Hermes F.Norero,P.E.
0 Reason:I am approving this document
Date:2017.08.31 09:51:27-04'00'
Hermes Norero, P.E.
Florida Registered Professional Engineer#73778
Certification of Independence:
Please note that I do not have nor will I acquire a financial interest In any company manufacturing or distributing the product(s)for which this report is being
issued.Also,I do not have nor will I acquire a financial interest in any other entity involved in the approval process of the listed
product(s).
Page 1 of 1
PREPARED BY:
EL E
N �
J W I N D O W O O R S� BUILDING'
DROPS,INC.
399 E.DANIA BEACH BLVD,M 3M
DANIABEACH.it 33DYI
PN'193<139984»
F4Y:(sup 40.ow
WEB:vww.buiding4,apvmm
DESIGN PRO/SMOOTH PRO/STUDIO 37 1/2"MAX.,
IMPACT APPROVED ^O.A.WIDTH W $N
Ir
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 371/z"MAX_ S 4 0 0 6 10 a m
O.A.WIDTH 13.1 J "'LL•"
G 1 ao oa s=
5 a OC Lr)W mea= -
GENERAL NOTES: ® \ g 0 1Zm x
uj
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA I 3 p a Q 07 y
BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: \ = s z �_ > Z Fay
• TAS 201-94 = ro i0 g �a
• TAS 202-94 m 2 ..'°w ~ z Lu W'
•
TAS 203-94 = 1 s O1 n s W Q LLJ
s moo+¢ a 9 w 4 LIZ)
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR ZX FRAMING AS A MAIN WIND FORCE to Do a 6 t7 Z i�LL s t7 n. Ln
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE z LL s p ACTIVE 3?a 5 O ACTIVE z V)
Lu
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 3.z d s I-3 O s a K h
INSTALLATION. ,3,s O s = e z d
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 BYJ DATE
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS Add ADA 511,Multi-Paint Lack GL /73114
DOCUMENT.
4. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE. 3 a s 1 1 6 e
a aa 44 a s a a a 94
1 TYP.ELEVATION 1 �TYP.ELEVATION 2ELEVATION 2 �w
S. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH wAND X NDre%BEPaooxceonFwHoiiaavnnr
DOORS ARE QUALIFIED. 1 6'al•DDDa HEI4M M-D•DOOR HEIGHT WIMDUI VIRITfFN CONSENT Df BNLDPiO DPDP9.ING
now noaroxs,Hm w
MAanNGi lD INe ODnFNEM naE NDTPEPMInmAND
6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP)OF 9.75 PSF. INvIllu mox.
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 ����ES F. 0
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH_OH HEIGHT IS 2 1.0 �Q-•,. ••(C�
�Z. O
NOTE: 7
DOORS SHOWN ABOVE MAY BE LEFT
OR RIGHT HAND OPERATING DOORS. -O T T �•w
44/
ase D�.(dEAl�0.1S00•��
TABLE OF CONTENTS raPE cEPr.oc AmxoPiunoxxo.rss»
SHEET REVISION SHEET DESCRIPTION Igitally signed by Hermes F.Norero.P.E.
oason:1 am approDing this document
1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ate:2017.02.09 15:24:09-05'00'
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 LITJ M SSJM SS
4 A VERTICAL ASSEMBLIES NOMINALSIZE MISSILE
5 A HORIZONTAL ASSEMBLIES CONFIGURATION POS NEG.INSWING OUTSWING IMPACT SCALE: NTS
6 A WOODSUBSTRATES WIDTH HEIGHT DWG.N:POS. NEG.
TING A010871A
7 A CONCRETE SUBSTRATES X 3'-0" 6'-8" 65• 65 65• 65 LMI&SMI SHEET: OF8
8 A COMPONENTS&BILL OF MATERIALS SO• 50
-SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
INSTALLATION NOTES: PREPARED BY:
1. ONE(1)INSTAI LATION 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)SHALLBE 398 E.DAMA BEACH RW.,STE.338
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DAHAREACH,FL3ID
PH:(M)3948118
F 195SIMAIM
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO 371/2"MAX wER.,MxW.Nvuamea.vos my
STUCCO,FOAM,BRICK VENEER,ANDSIDING.
D.A.WIDTH' LA
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL3"TYP. p
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR C2 C2 j 0 0$N$
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR F Z o m m
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE - ® 0� o
p
SHELL OF BLOCK.
aC) 3�
C) 0 an d
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK Qro g
CONCRETE/MASONRY CONSTRUCTION. _ 0 x
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE �r"'ts' m
FOLLOWING PROPERTIES: n,'^,w ti 14'
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. ��,•m a Z 0W
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. L9�'.j E! S l7 V _
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH 3 z Zu Ll u
2 W Z
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 F3Ci < O Q
PSI.
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OZDQS h ,� Q
OF 2000 PSI.
r
B. SEE SHEETS 6 AND FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR �
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. a
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM Add ADA sel,MUltl-Point Inrk GL 6/1TE
REMARKS BY DATE
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
3/14
A2 A2
ANCHOR TABLE1 TYP.ANCHOR LAYOUT
E�-6•iew•DOOa HEIGHT
6'8"DOORS '0"DOORS Wii�aui uEumiicovsE.Ni000utolxcoa°Rovs xc
vlrWNS.HIWN.GM
Ct DvD DER
WR[WCSTD MIS DOUMFNTMf NOTP[RARTROMD
ANCHOR MIN. MIN.EDGE a ioA nw.
ANCHOR TYPE SUBSTRATE MAX-O,C. MAX.O.C. �\\ //
SIZE EMBEDMENT DISTANCE \
SPACING AT PACING AT \\\_ASS F• Q
JAMBS JAMBS
2X WOOD BUCK NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. '•,\,• .0
WOOD SCREW 910 OR FRAMING 1-1/2' 3/4" 17.1/2" 17-1/4" — 7--,
ITWTAPCON 3/16" CONCRETE/CMU 1-1/4' 2-1/2" 17-1/2" 17-1/4" = •a T T t
ELCO ULTRACON1/4" CONCRETE/CMU 1-3/8"-CONC. 1" 17-1/2" 17-1/4" " G� \\
1-1/4"-CMU'TTT
395[,MIa�INODVSTre��3B\\
TAPCON 6 CONCRETE/CMU 3•1/4" V. 10• 14-3/8"
DANT
iBPE CEPt.OP RDTHDRRATpN x0 39S3R
B2
2.99 X 21/2"PFH
SCREWS
DATE: 02.OS.14
2•Sg%21/1"PFH DETAIL D2 22 23 DWG. Y:
PFH SCREWS TYP.HOPPE
MULTI-POINT SHOOT HOLT GLrTJM SS MSS
• PLATE LOCATION _ SCALE: NTS
DETAIL B2 (RH PLATE SHOWN)
IYP.HOPPE D2 DWG.a:g010871A
MULTI.
POINT SHOOT BOLT BOLT TOMPLAT SHOOT SHEET: OF8
BOLT PLATE
PLATE LOCATION HOPPE#20989t1
n SILL SECTION VIEW HEAD SECTION VIEW 2
V6WING SNOWN OUFSWWGSD.taAa INSWING SHOWN DU3SWINGv_A
SEE DL.lSEE D—L Ol
PREPARED BY:
BUILDING DROPS,INC.
a 1/2'TYP, a 1/2^TYP. 398 L DANIA BEACH BLY0.STL 330
MNIA BEACH•Fl3—
PH:I95e13M U78
1 1/2"OFFSET 1. FAX:(954".030
W[B:+rui.EudNgdopc[om
m
a
j o Lnui
��md
g
SL230 SL130,LEFT SL330,RIGHT SL230,8'0" SL330,B'0" :1-.cr �FQ-
W O Q. m Lal m Y
N O Q X D
O O F+i
F-= W_
CL U
o O Q �
M
REMARKS BYJ DATE
Ci
P.ANCHOR LAYOUT SL220,LEFT SL220,RIGHT SL300,LEFT SL300,RIGHT SL600
Add ADA sill,MuItlPont lad GL 123/14
3 ONALix BW(eVCOHCBEEF(wMON11Y QUALIFIED SKIN PATTERNS Add O.wlified Skin Patterns is I2R]/1
.2501.010 s NAHo 3nuLx.1.Riw,00ucLo nivn�aE OB VARrxf
WHNpUT'A'RIREk CONSMLOfW��DRpP3IHt.
005 030:E.010
,0301.010 .RAra3xNsµnoD,moxc wcHuc B FR
AR[°XSTDINH OOCYNENTA9[,APERMRIFD4ID
11/4"MIN.EMBED TYP.
I I �����ES F• 0���'i�
[2ZTYP.GROOVE DIMENSIONS ��� ,u
N SEE TABLE _� 3 Z '• ,:O
Z wo z SOC I ro' TfIT 7 .
ZX BUCK ANCHOR TABLE �0�'•
L ~I 6'8'DOORS B'0"DOORS /�s' G�
2X WOOD BUCK INSTALL. /yjqQu�� tA�
2X WOOD BUCK MIN,EDGE MIN.CENTER 39B L.D9f
ANCHOR PER BUCK ANCHOR TABLE ANCHOR TYPE SIZEANCHOR SUBSTRATE EMBEDIMENT DIST.TO TO CENTER MAX.O.C. MAX.O.C. EeRpEntw.of"uTH xa mTe
SUBSTRATE DISTANCE
3 2X WOOD BUCK INSTALL. �2X WOOD BUCK INSTALL.
SPACINGJAMB AT SP JAMBS T
iaMes lannes
CRDSS SFRION 3 HOf��" 1TWTAPCON 1/4" CONCRETE/CMU 1-1/4' 2-1/2" 4" 25"
ELCO ULTRACON 1/4" CONCRETE/CMU CONC. 1' 4" 25° 30.1/4" DATE: 02.05.14
NOTES: -CNC DWG. Y: CHK. Y:
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL G C/ J M SS MSS
SCALE: NTS
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.P:A010871A
SHEET: OF 8
3
PREPARED BY:
BUILDING DROPS,INC.
E.DANIAMACX,iLIM
PH:PAY.'195R1 W M78
`.\\.\' wf0 uwx.Mtildm8d.opuvn
11 11
INTERIOR EXTERIOR EXTERIOR / INTERIOR
4 I INTERIOR EXTERIOR 1—
_ o� � gym
�> W_ WLLQv
Z Domea
o¢ N mY
1 OPERABLE HEAD OPERABLE SILL �1 OPERABLE SILL "Q a
4
OUTSWING SHOWN-INSWING SIMILAR 4 INSWING4 OUTSWING a Q F+�
END IRA ZAIL4565F AFCO 1-2297 W=
uj
o >
11 Fu
F
EXTERIOR '/.. INTERIOR REMARKS BY DATE
INTERIOR EXTERIOR 7 INTERIOR EXTERIOR Aad ADA sill,MDId-PDN'F k GL 06/23/141
6 /
I �
FID FXnLL NOT 0E REPROOUCFD IN WHOF[OA IMT x
wxH<ul WIFIR[N LONS[NT Oi BUIFpixG OROVS.�xC
n:0-T.S RDDinOxS N GMINiXRING,OR ORNER
OPERABLE ADA SILL OPERABLE SILL OPERABLE SILL
MAREINGGLIN800NMFNTARENOTVRMUFDAND
4 INSWING/OUTSWING 4 INSWING l Q J OUTSWING
ENDURA HC15000 AFCO A-276/P-2000 �-� OPTIONAL AFCO H-497
^* 7 *�
9INTERIOR EXTERIORFon�i.�e�
=DVF(IRI.OF AUTNORRADON NO.$X{IR
B INTERIOR EXTERIOR •/
4 o DATE: 02.05.14
DWG. Y: CHK. Y:
GChJM SS MSS
OPERABLE SILL OPERABLE SILL SCALE: NTS
4 OUTSWING 4 OUTSWING DWG.N:AO10871A
OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOBL4555F SHEET: OF 8
4
PREPARED BY:
HINGE DETAIL AT JAMB: IQ�
HINGE SCHEDULE PLACE 89X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP BUILDING DROPS,INC.
DOOR HEIGHT QUANTITY
398 E.I—ABEAC%BLVD..5TL 138
IANIA dEACN,fL 33W4
6'-8" 3M:19841399-8478
"X1954 764,4738
V-01. 4 WEB:-vNr.8ud443g4.ppt.fom
— LLJ
W o
0
m
\� J
161d9 1 \\� \ 4� m W�o
Lu gash
/� 11 INTERIOR INTERIOR \\ / / 0 Q 'Inn
g
1-89 X 2-1/2"PHILLIPS Q Q >e
�. FLATHEAD WOOD SCREW C z
\ R� 0 �^
\ \ 3-89X3/4"PHILLIPS (D W=
0 FLATHEAD WOOD SCREWSCr
w O
EXTERIOR EXTERIOR` O =
4-89 PHILLIPS FLATHEAD WOOD SCREWS _
17 USE 3/4"LENGTH FOR V-8"DOORS
USE 1"LENGTH FOR 8'-0'DOORS
1 LOCK JAMB3 HINGE JAMB t
5 OLJTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR REMARKS BY DATE
Add ADA fill,Wld-Point Lock GL06/23/14
9.49 X 13/4°PFH 3.48 X 2"PFH 13.88 X 121/8"PFH(6'-8"UNITS)
8-89X21/2"PFH W/HARDWARE 15-48X13/8"PFH(8'-0"UNITS) uN cfwm xc v4c
W W/STRIKE HARDWARE vi"na�iiwxmii corsndir o euaaw oioos,wc.
/STRIKE HARDWARE I6'-8°&8'-0"UNITS) COMES W/HARDWARE
1-MPL STRIKE PLATE
4-MPL STRIKE PLATES
4-88 X 13/8"PFH nusp6rloxs,nudrrroNs xlcxucNnxr,od rnxEd
uAAnxcs m 7x15 BaurniN3 AAE 6m7 vEAmrt3EOANn
21 1-REINFORCEMENT PLATE o m L
20 HOPPE 82512296
EXTERIOR
EXTERIOR N\ •. .0
I r p0o'•: 9C(7R1uP. °/u
BJTEAIOA o o %�CCS"�d '•••••••.•��Cj�S�``
si��yy�4�L�//gpp[[�11(g�{8ttyyiiLLryyY.A%%
l9 OWl(OE�MASAdaµ•�
WIKIn HO.79Sre
11
17tlN-TERIOR
ROCKWELL MULTI-POINT LOCK JAMB HOPPE MULTI-POINT LOCK JAMB r6--�HOPPE MULTI-POINT LOCK DATE: 02.05.14
OUTSWING SHOWN-INSWING SIMILAR 5 OITTSWING SHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG. Y: CHK. Y:
GL/TJM SS MSS
SCALE: NTS
DWG.a:A010871A
SHEET: OF 8
5
PREPARED BY:
2X WOOD BUCKr
w BUILDING DROPS,INC.
398 E,—IA-ZnC BlV0.,9TF.338
MIN. zow / DANIABEAUL,It im
EDGE DIST. %�� WOOD ANCHOR PN:195lL399Bd)8
SEE
TABLE SHEET2
SEE TABLE ON SHEET 2 PAz:19sa3TwaT3a
w H WEB:uw:BKQd�A715 Cmn
SILICONE
w J 2%WOOD BUCK c$ m
�W
y�m oLu
n¢– 0.25' a�
ci f — MAX. 2%WOOD BUCK F y Q a s
WOOD ANCHOR SHIM C)
SEE TABLE ON SHEET MIN.EMBED.
SEE TABLE SHEET �Q
HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL a o Z�
6 OUTSWING SHOWN-INSWING SIMILAR 6 OUTSWING SHOWN-INSWING SIMILAR 6 INSWING-NO ANCHOR REQUIRED 0 '
ENDURAZAIL4S65F o
SILICONE
W�
SILICONE SILICONE E'
2X WOOD BUCK 2X WOOD BUCKREMARKS BYDATE
Add ADA sill.Mul[i-Paint Lock GL 6/23/14
2%WOOD BUCK
AND SxAU NOT BE PINIOWRFOIN WNOI[lY1IART
OPERABLE SILLOPERABLE SILL 7Q OPERABLE SILL VAKR-TO ASD OCUMEWABUN➢M40RO AN
iwx;x00TON3,wGxUGNnNG,Oa OmCa
MAa[iNCS 10 TI83 OOCUNCM ML NOT P[aN�TiEO AND
itrya ID4
6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED
AFCO J-2297 AFCO A-276/P-2000 AFCO H497
SILICONE
SILICONE SILICONE
DANLa
Loot RPL.Oi AuniDmu xn L9sm
2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK -1
DATE: 02.05.14
DWG. Y; CHK. Y
OPERABLE SILL OPERABLE SILL jal OPERABLE ADA SILL GL TJM SS MSS
OUTSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS
AFCO A-117 ENDURA ZOOL4565F ENDURA HC15000 DWG.q:A010871A
SHEET: OF 8
OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
PREPARED BY:
MIN. ry 1X WOOD BUCK Q
EDGE DIST. w (OPTIONAL(
SEE TABLE SHEETzBUILDING DROPS,INC.
N TI
398 L.D0.xIA BEACH 3LV WE.338
CONCRETE ANCHOR SILICON oANIW keacN,fE l3ooa
t� :IBEAIH,L330
O
r SEE TABLE ON SHEET 2
WEBFAN:(95CI)JA.d]3B wa,.eu ImrxdmD•fam
wI CONCRETE/
uJ� MASONRY '•+' O
z a BY OTHERS % 4 CONCRETE/ O D. N m
w ,,—CONCRETE/
ti $
BY OTHERS '� r o '
IX WOOD BUCK 'e'• O w a m
(OPTIONAL( F– W LL v m
%/ % •� I I 0.25" O Q
o I=n —Yt---MAX. ti y mox,
CONCRETE ANCHOR SHIM 00¢ Ln
DO
CONCRETE/MASONRY BY OTHERS I– Ib
SEE TABLE ON SHEET2 MIN.EMBED, t�i3 if Z)
SEE TABLE SHEET W �;
HEAD (TYPICAL) 2 JAMB (TYPICAL) OPERABLE SILL ul w°
OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED
ENDUflAZAIL4565F Q ZO
L)
W
h
SILICONE SILICONE SILICONE
F
.d d. d T
REMARKS BY DATE
'd
'p d •p d d p d d d ADA Sill,Muit'PDiat Lack GL 6/23/I4
p aa
CONCRETE/ CONCRETE/ CONCRETE/
MASONRY MASONRY MASONRY
BY OTHERS BY OTHERS BY OTHERS
B
NAnD3x0.4 HDT RE REPRODUCFDINwINAE Dx PRRI
WIIHDIfI WRIiI[N[Dx3fx}Oi BNItDWG Dx0P3,iNL
44 OPERABLE SILL OPERABLE SILL OPERABLE SILL "` R"nONZAmmDx.xianwHnxa.°`°»`"
MAA[INGS i01Hi5 00[UMENt ARE xai DENMITiFJ AND
7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 .OUTSWING-NO ANCHOR REQUIRED
AFCO J-2297
AFCO A-276/P-2000 AFCO H-497 %���
=* 7 *�
d T/1T of
0
SILICONE SILICONE SILICONE i�0T•�qL OP;��\�E[/`';
F
d d. .d
p V .p C Q d d )Bv[CFRI.Di ANI MIN ND.ASR
p.
. CONCRETE/ CONCRETE/ CONCRETE/
MASONRY MASONRY MASONRY
BY OTHERS BY OTHERS BY OTHERS
® OPERABLE SILL OPERABLE SILL OPERABLE SILL DATE: 02.05.14)
7 OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED7 UTSWING/INSWING-NO ANCHOR REQUIRED DG. Y: CHK. Y:
AFCOA-117 ENDURAZOBL4565F ENDING.
GL/TJM $S'MSS
SCALE: NTS
DWG.m A010871A
SHEET: OF 8
p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
PREPARED BY:
BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK
ITEM# DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2098911
FINGER-JOINTED PINE
BUILDING DROPS,INC.
SOLID PINE O 393 E.—ABEACH BIYD.,STE.318
1 FRAME HEAD/JAMBS po DANIA 6EAM.FL 130D1
LAMINATED VENEER OH:1950394&1]8
LUMBER O F":1911'111.1-
vrte:ww.ev�d;ne.AP+.ran
COMPOSITE
2 (NOTUSED)
3 (NOT USED)
4 ENDURAZAIL4565F THRESHOLD - O h I_
x-0 o
5 AFCO J-2297 THRESHOLD - C W 2 °w'a Q Q
6 AFCOA-276/P-2000THRESHDLD - N o0 g a
7 AFCO H-497 THRESHOLD - 0 000o 00 _J mon
8 AFCO A-117 THRESHOLD
9 ENDURA 20614565E THRESHOLD O Oo HANDLE + z
30 ENDURA HC15000 ADA THRESHOLD - O ro? D D 4 _ HEIGHTZD
10 0
URETHANE FOAM& G
11 WEATHERSTRIP El 1^ ~
POLYETHYLENE 16
Di o e I O �O z
12 NON-COMPRESSION SHIM(0.25'MAX.THK.) COMPOSITE e HANDLE e O
13 (NOT USED) _ HEIGHT
14 (NOTUSED) - a CD_O �_ Q
15 N10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL o o - ~ V
0 o m –ten, REMARKS BY1 DATE
16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL
4a AOA:;n,MDRIPomL Lock GL6/13/14
17 BUTT HINGE(SEE SCHEDULE SHEETS) _ STEEL _
18 KWIKSET LOCK SERIES 400 STEEL m g
19 KWIKSET DEADBOLT SERIES 78D STEEL
O
ROCKWELL MULTI-POINT TONGUE LATCH If 73228768 6-8 UNITx A—AR nos ae e[vxootLED1-1E oA vnainc
'na wrtnwl vnurnn mnum DF euunua Dvays.iuc
20 ROCKWELL MULTI-POINT TONGUE LATCH#732287808-0 UNIT
STEEL slxvAsexs,wort°ns.ucxlmxmc.DmroLv
0,631,—� MAPCINDS IO MIS DDEnMEM ARE NDI PEPMITIEDAND
21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL \\\ n'2'
O S F.
22 HOPPE MUU-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL
23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL0
cc
—F 1.65° �O .
OFRAME HEAD JAMBS ENDURA AFCO
HEAD/JAMBS O O AFCO A-276/P-2000 ZZ HEAD SHOOT BOLT PLATE(LH) �'��s ►)pggt \\\`\
VARIES,SEE BOM AT LEFT THRESHOLD THRESHOLDTHRESHOLD 198 oI� � k9
DF A1nx aAnnuxD.l9ua
iii i ®od
t �
�_ t t 1.75" DATE: 02.05.14
4.563" 4,56' 5.62" 4.57'
DWG. Y:
AFCO H-497 THRESHOLD AFCO A-117 THRESHOLD ENDURA ZOBL4565F ENDURA HC15000 ADA 23 CHK. Y:
HEAD SHOOT BOLT PLATE(RH) GLjT1M SS MSS
O O O THRESHOLD 10 THRESHOLD SCALE: NTS
o
DWG.#:A010871A
u�® � SHEET: 8OF8
u, 4.56" I i t LJJ
cn
5.00'
Imo—4.62' I I I---4.56._I �0 1.75" t