HomeMy WebLinkAboutProduct Approval 3/16/2021 Florida Building Code Online
#@ ;, • • 8 ® . a ` ' e • ® t,
BCIS Home Log In I User Registration Hot Topics I Submit Surcharge I Stats&Facts Publications I Contact Us �• BCIS Site Map, Links I Search
b
t
m Product Approval
L(� E USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
• -• FL# FL 6708-1113
Application Type File Co
Code Version 2020
Application Status Approved REVIEWED q�g(
Comments RE'V FGk
Archived O CODE COMPLIAN
Product Manufacturer JELD-WEN ST. LUCIE COUNTY
Address/Phone/Email 3737 Lakeport Blvd 5 ��
Klamath Falls,OR 97601
(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
Quality Assurance Representative
Address/Phone/Email
Category Exterior:Doors
Subcategory Swinginrior Door Assemblies
Compliance Method Eva uation 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.
0 Validation Checklist-Hardcopy Received
Certificate of Independence FL16708 R13 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 R13 Equiv 23549-1 Equivalency of ASTM E84-13a and ASTM
E84-16.pdf
hfps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8oblp/o2flZm6TudWOg6cFUlGz%2bYuNViQ9olAo7zp34bbWg°/`3d%3d 1/3
3/16/2021 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/03/2020
Date Validated 10/08/2020
Date Pending FBC Approval 10/16/2020
Date Approved 12/15/2020
Summary of Products
FL# Model, Number or Name Description
6 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 us Z:Yes FL16708 R13 II 16708.1 SS 2019-10-Ol.pdf
Approved for use s' HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resists :Yes Created by Independent Third Party:Yes
Design Pressu e: N/A Evaluation Reports
Other: FL16708 R13 AE PER4663.2 SS 2019-10-01.12-df
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 R13 II 16708.2 SS 2019-10-Ol.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 R13 AE PER4438.3 SS 2019-12-13.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
Fiberglass Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R13 II D015727-DP SP OPQ LMI HHVZ XO FBC SS
Approved for use outside HVHZ:Yes 2019-12-12.pdf
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 R13 AE PER4664.2 SS 2019-10-01: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 6-0 x 8-0
Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R13 II D015705-DP SP GLZ LMI HVHZ XO FBC SS
Approved for use outside HVHZ:Yes 2019-12-12.pdf
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 R13 AE PER4440.2 SS 2019-12-13.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 R13 II 16708.5 SS 2019-10-Ol.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 R13 AE PER4665.2 SS 2019-10-Ol.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-
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 R13 II 16708.6 SS 2019-10-Ol.pdf
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
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFUlGz°/`2bYuNViQ9olAo7zp34bbWg%3d%3d 2/3
PREPARED BY:
BrW N
Ik
BUILDING DROPS,INC.
398 L DANIA BEAD 8LV0.,SEE.338
��IT W DOORS DANIABEACH,FL330D5
W I ±.� D O 1 I S & D O O R N PH: buff ingd 8
FA)I:I954J)44-M
JWEO:www.buildingdrops.com
DESIGN PRO/SMOOTH PRO
MPACT APPROVED 37 O.A. MAX.
A.WIDTH Ln
s 1 Z FW-' VU,
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 371/2"MAX. 6 a a o w z o m
6 O.A.WIDTH Q ® §Q
s a Occ Ln w
a
GENERAL NOTES: y¢ 0 LU
l7
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA ® 3 LL ,z Q p ¢{x
BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: F, = s z
• TAS 201.94 x too�e l7 0 J
• TAS 202-94 °�.1O-I w z ti w 1 O LU 1N m
• TAS 203-94 ti W 3 s m s 0
00 5 l9 Ln G 4 o w (a.) 3
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE W 00 4 m O z lA LL s O o
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE z Z s O ACTIVE W N z 2 5. ACTIVE _ }w
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF N—4 s z S N p s W F—cc
W
INSTALLATION. j y 0 5 x 0 z 0_ J
0
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,Multi-Point Lock GL 06/23/14
DOCUMENT.
Reference DWG.dA010871A AM 09/16/19
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT a s 6 r
3 4 s s 7 a 9
RESISTANCE. 4 4 4 4 4 4 4 4 4 4 4
S. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH �11 P.ELEVATION 1 �TYP.ELEVATION 2ELEVATION 2 f I oE,a�ofs BEOHER
680000.NNGNT 8-00000.NDGHr 0MAY NOTRFftECT ACTOALEnNDIEIONSfENA5f I
DOORS ARE QUALIFIED. 1 1 Sm.If5IrEC0NDm0HsCAusEum n0NTODE U
FWuTHEREQVMWUN OETAREDHEgnx.AErEEaEo
ENGWEER ORMCNRECr SNALLRRFPARE5nF5gE0FK
6. NOTE: AFCO H-097 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WiP) OF 9.75 PSF. oocuMExfs TOR usf wmlTHu 000➢nEM.
REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT 11I I 111(/
OVERHANG SUCHPRODUCT MEETS THIS THAT OQUIREMENT,PRODUCTVERHANG(OH)RATIO=OHLL BE LENGTH D OH EN INSTALLED HEIGHTS 21 OAT LOCATION PROTECTED BY ,`\\\ O -Ifee
NOTE: =` \.\.E••S ../PO
DOORS SHOWN ABOVE MAY BE LEFT N .7 7
OR RIGHT HAND OPERATING DOORS.
D SA OF r�
i�0
I
na `�
le,
x e
TABLE OF CONTENTS Fa 3 e
i0 3��7• FA N O.QDS]B
SHEET REVISION SHEET DESCRIPTION Digitally signed b rmes F NDrero
Reason:I am approving this document
1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES Data:2019.10.01 21:21:16-04'00'
2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14
3 - OPTIONAL 2X BUCK ANCHORING DETAILS CHK. Y:
MAX.OVERALL DESIGN PRESSURE(PSF) G LrTJ M S -'MSS
4 A VERTICAL ASSEMBLIES NOMINALSIZE MISSILE
5 A HORIZONTAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPACT SCALE: NTS
6 A WOOD SUBSTRATES WIDTH HEIGHT POS. NEG. POS. RATING D015726
DWG.N:
7 A CONCRETE SUBSTRATES X T-O" 6'4" 65• 65 65• 1 65 LMI&SMI SHEET: OF8
8 A COMPONENTS&BILL OF MATERIALS -O" 8'-0" 50• 50 50• 50 LMI&SMI
/ 'SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
INSTALLATION NOTES: PREPARED BY:
Q1. 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 I/161NCH OR GREATER OCCURS.SHIM(S)SHALLBE 398LDANIA6FACHBWD•3tF.338
-• CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DANIABEACH,FL31(Xa
PH:19M)399�78
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO WEB:w b,IIdingd.x.PP FM:(9 4)T4AA
371/2"MAX. 738
STUCCO,FOAM,BRICK VENEER,AND SIDING. O.A.WIDTH
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL 3"TYP. W ..
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR C2 C2 F ?m N
-- MANUFACTURER'S INSTALLATION INSTRUCTIONS. O z m o
r
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR a o h m m
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE ® W Q x LL<N
.SHELL OF BLOCK. i O O V)cc
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK h y Z)
CONCRETE/MASONRY CONSTRUCTION. rs p Q O
to
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE z-, = m m a Q
!�c:
FOLLOWING PROPERTIES: m ti w H DC Wo
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. w WO p
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. z C7 u O u O U °�'
III
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH $? z z
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000PSI. ?y ¢ O G Q o
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH O J c,
OF 2000 PSI.
B. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR ~
r
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. d
' REMARKS BY DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM Add ADA sill,Multi-Point Lack GL 06/23/14
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
Reference DWG.#A010871A AM 09/16/19
A2 AZ
ANCHOR TABLE P.ANCHOR LAYOUT
2 6'-8'8B'-0'DOOR HEWHE N II D IB I R
6'8"DOORS 8'0"DOORS sno.ics TREFET.—sLmiraiu iANIFOP-1
fftOM TIE REEIMPEMENf6 DETAIIED HERCHALI-ESED
ENGINEER OR AR DIRER SHALL P—E SITE SPECK
ANCHOR MIN. MIN.EDGE oomm—FoRUSE—TNIS—ENT.
SIZE SUBSTRATE DISTANCE
ANCHOR TYPE SUBSTRATE MAX.O.C. MAX.D.G
SPACING AT SPACING AT ```,YI\1111111/J7T'I
JAMBS JAMBS NOTE: �
2X WOOD BUCK
NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. �� •E•• �o
WOOD SCREW q10 OR FRAMING 1-1/2" 3/4" 17-1/2" 17-1/4" = ;•�rV S •PO i
ITW TAPCON 3/16' CONCRETE/CMU 1-1/4' 2-1/2" 17-1/2" 17-1/4"
'D S A OF !
~
ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC.
1" 17-1/2" 17-1/4" j 0
1-1/4"-CMU •(� -n cY d
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" lu aFA Ib1710N Q.." I
B2
SCREWS
DATE: 02.05.14
DETAIL D2
2-#9X21/2"PFH TYP.HOPPE 22 23 DWG. Y: CHK. Y:
- PFH SCREWS MULTI-POINT SHOOT BOLT GL/TJM SS�MSS
• PLATE LOCATION SCALE: NTS
DETAIL B2 (RH PLATE SHOWN) D015726
TYP.HOPPE DWG.m
MULTI-POINT SHOOT BOLT BOLT PLOM6HOOT SHEET: OF8 BOLT PLATE
PLATE LOCATION HOPPE#2098911
SIL SECTION L VIEW UE SEMON VIEW 2
z INSNGSHOWNDUTSWINGSIMILAR INSWING SHOWN OUTSWING SIMLLAR
PREPARED BY:
BUILDING DROPS,INC.
398 E.DANIA BEACH BLVD.STE 3T8
DANIA BMW,Ft 33WS
PH:1954139 78
FA%:19s4P44.4738
41/2"TYP. 41/2"TYP. ' WEB:—.bUlldmgd.p—.
fF =
11/2"OFFSET
m o
mP
�m
Zw a
to M,LLa
I oo u a 5�=-
HamW " x
0
�G N (D I�.
a¢ Q ? Z.-
00 Wa
t
O U s
O z �oQ
�z
REMARKS BY DATE
Add ADA sill,Multi-Point Lack GL 06/23/14
1 P.ANCHOR LAYOUT Reference DWG.NA010971A AM 09/16/19
70NA—BU—N CO NCRERE/MASONRY
ENE A NIRIN Uf
ND MAY NOR REFREC'f ACRULCONDRD0N5 FORASPEOFI
SOE N SRE CONBRIONS GU SEBHTALUFTION TO UE—E
FOM THE REOINRFMfNR OETAI O HEPEIN.A lIRNSFO
ENGINEER ORARCHOECT SHALLPREPARESREOFIC
OONM—FOR USEWRH THR o_ENTSPE.
11/4"MIN.EMBEDTYP. ``` 11111lJ
z
i
oN SEE TABLE ZX BUCK ANCHOR TABLE ��� ��\•E •S 'f` s�
p OG 6'8"DOORS 8'0"DOORS * N 7 7
z z ANCHOR MIN. MIN.EDGE MIN.CENTER
ANCHORTYPE SUBSTRATE DIST.TO TO CENTER
SIZE EMBEDMENT 'D S A OF
SUBSTRATE DISTANCE MAX.O.C. MAX.O.C. i A l,YJ
ulG • :x SPACING AT SPACING AT
o JAMBS JAMRS
2X WOOD BUCK INSTALL.
2X WOOD BUCK I��Y eE xeEEG
ANCHOR PER BUCK ANCHOR TABLE ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30.1/4" iBPC9[fF FA olTxo�yl
ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-C.0 1" 4" 21. 30.1/4•
3 2X WOOD BUCK INSTALL. 4 2X WOOD BUCK INSTALL. 1-1/4•-cmu
3 Cf10i5 SECTION 3 sIDe VIEW
DATE: 02.05.14
NOTES: DWG. Y: CHK. Y:
GL/TJM SS MSS
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. SCALE: NTS
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL4/3. DWG.#: D015726
SHEET: OF8
3
PREPARED BY:
Ik
BUILDING DROPS,INC.
398 L DANA BEACH BLVD.,SM.ME
G fA%:t95/1]4C WEB:www.bulltlingd mDs•com
li
li
INTERIOR EXTERIOR EXTERIOR �• INTERIOR .�
d
4 f
INTERIOR EXTERIOR p �oLu
Lu
m d
CC
i p CC m
.A...• H tl W S
1 OPERABLE HEAD 3 OPERABLE SILL 4 OPERABLE SILL z¢ J ZQ
4 OUTSWINGSHOWN-INSWINGSIMILAR INSWING 4 OUTSWING p U Wo
O Lu
�z
Wr
11 C
REMARKS BY DATE
EXTERIOR INTERIOR
INTERIOR EXTERIOR
INTERIOR L
TERIOR / 7 Add ADA sill,Mult4PNint Lock GL 06/23/14
1D •/ •/, Reference DWG.NA010971A AM 09/16/19
DO
�� °aryvl!:; N sFA n mDE �wEx
$ o
Ox CT 0 U ERFIN
N MAY NOT REGIEETARUM CONBIDONS FORASPFUf
LE[.IF Srt!f.-MESGDSEWSTALIANN.A NFVU1D
{ROMNIE RENUIgFMFDaS_E[N HEBDN.ADCENSFO
EN G INF FA OR MCNR FR SH1111 PPEPME SRE SPENtl:
rj OPERABLE ADA SILL 6 OPERABLE SILL 7 OPERABLE SILL NONM NSGNg USFV HN _NT.
INSWING/OUTSWING 4 4
4 INSWING OPTIONAL FCO H-497
ENDURA HCIS000
e *
D SA OF ra
9 INTERIOR EXTERIOR GBPECDIf� A r�gb}tg
S IPTERIOR EXTERIOR
DATE: 02.05.14
DWG. Y: CHK. Y:
GL/TJM SS�MSS
g OPERABLE SILL 9 OPERABLE SILL SCALE: - NTS
4 4 OUTSWING DWG.# D015726
OUTSWING
SHEET: OF8
4
PREPARED BY:
1Z
HINGESCHEDULE HINGE DETAILATIAMB: BUILDING DROPS,INC.
PLACE#9 X 2-1/2"PFH SCREW NEXTTO WEATHERSTRIP
398 E• 338
DOOR HEIGHT QUANTITY DANNMBEA N R33ODF
PH:1964139 78
6'-8" 3 ® 36I AM
4 ]M
`\ wce:FM:19www.nwlmNB4TDPcwm
o`$
m m n
1.
1
\ O L1.1 F-O A m
1819 1 \\� �LU 2 gLLON
// / OO Lu CC Q mY6LL
•�/ INTERIOR INTERIOR
OI_ -j
1-#9 X 2-1/2"PHILLIPS a Q rT,o
FLATHEAD WOOD SCREW ZO Flo
N o
3-#9X3/4"PHILLIPS p
FLATHEAD WOOD SCREWS Q w n'
8-#9 X21/2"PFH EXTERIOR EXTENOR O x o
W/STRIKE HARDWARE 4-#9 PHILLIPS FLATHEAD WOOD SCREWS aam
4-MPL STRIKE PLATES 17 USE 3/4"LENGTH FOR 6'-S"DOORS
USE 1"LENGTH FOR 8'-0"DOORS
t-
1 LOCK JAMB 3 HINGE JAMB
5 OUTSWINGSHOWN-INSWINGSIMILAR 5 OUTSWINGSHOWN-INSWINGSIMILAR REMARKS BY1 DATE
Add ADA sill,Multi-Point lock GL 06/23/14
Reference DWG.PAO10871A AM 09/16/19
9-#9 X 13/4"PFH 3-#S X 2"PFH 13-#8 X 13/8"PFH(6-8"UNITS) TAun DEswe D REI AR G
8-#9 X 21/2"PFH W/HARDWARE W STRIKE HARDWARE 15-#8 X 13/8"PFH(8'-0"UNITS) AND-OTREFIECTACT"LOONOTH-ORASGEOFI
(6'-8"&8'-0"UNITS) / COMES W/HARDWARE SFROMTHE ER QUIRMENHIS OEiuI DHEREN.A LUTMED
W/STRIKE HARDWARE 1-MPL STRIKE PLATE
4-MPL STRIKE PLATES 4-#S X 13/8"PFH ENGIDNEERo u Ofl ARCNfTFCT SHALL PREPARE SffESPEC6IC
21 1-REINFORCEMENT PLATE nEN sroR u'EI'('Taoo un rt.
20 HOPPE#2512296
EXTERIOR EXTERIOR
�* N .77
IR
�i O�
INTERIOR C3 INTERIOR ��j- IA HBLVD.
Pe�P( 3iO7N �A�a�,
11 11
4 MULTI-POINT LOCK JAMB $ MULTI-POINT LOCK JAMB 6 MULTI-POINT LOCK DATE: 02.05.14
5 5 5 GL�TJM SSIMSS
OUTSWING SHOWN-INSWING SIMILAR OUTSWING SHOWN-INSWING SIMILAR TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY
SCALE: NTS
DWG.#: D015726
SHEET: OF 8
5
PREPARED BY: .
2X WOOD BUCK /Or
3ENKBBUILDINGDROPS,
DANK
3M
MIN. DAPH:
9FAOI,iL3300p �'
EDGE DIST. 1m %/ FA%:I(9sallTaaa219
%%% WOODANCHOR
SEETABLESHEET2 W F SEETABLE ON SHEET2 WED:w b,lldlMdmPxmm
N N SILICONE
w w 2X WOOD B 'e
UCK m m N od
m % CC c�m
W % a
ti j LLn
LI �"LLvN
gas
Mom. 2X WOOD BUCK O a n a
m
WOOD ANCHOR SHIM H¢ N x
SEETABLEON SHEET2 MIN.EMBED. O CO
SEE TABLE SHEET a Q �n
1 HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL 0 Wo
6 OUTSWINGSHOWN-INSWINGSIMILAR 6 OUTSWINGSHOWN-INSWINGSIMILAR 6 INSWING-NO ANCHOR REQUIRED p 0 �
3
SILICONE W TTT
SILICONE
SILICONE
r
REMARKS BY DATE
2X WOOD BUCK 2X WOOD BUCK Add ADA sill,Multi-Point Lock GL 06/23/14
Reference DWG.t1AE.1 AM E1161.
2X WOOD BUCK
T Dtwls DFswe D x IN G
MAr xutpD O ARUALrnnom FopA 7
ERE.IFpIFEREQUIP DE CAUSEI LEDHEKIN.DDE\ED
4 OPERABLE SILL 6 OPERABLE SILL 7 OPERABLE SILL RDMTNE RFDUIpFM NSDRA EDHE0.EIN.ADR18E0
ENGW FFR ORAR[NNERSNAILPPFPARFSI(FGPEDiIC
DOCUM fOR UR WRHTN600NMFM.
6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED \\``L\I11 I t I J J"7''
AFCO H-497
�* N 7 7
-0 SA OF iQ'
f
SILICONE SILICONE SILICONE ' RL33Tlp `�\\\`
FREfPy.FA IDN r�oEL�
2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK
DATE: 02.05.14
DWG. Y: CHK. Y
g OPERABLE SILL g OPERABLE SILL 1 OPERABLE ADA SILL GLjTJM SS N/4SS
6 OUTSWING-NOANCHORREQUIRED 6 OUTSWING-NOANCHORREQUIRED 6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS
DWG.a: D015726
SHEET: OFR
OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW y
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENTAND EDGE DISTANCE ARE ACHIEVED.
PREPARED BY:
N. 1.WOOD BUCK /k
EDGE IDIST. (OPTIONAL) BUILDING DROPS,INC.
SEE TABLE SHEET 2 4.
v~•i" .4 398E DAN GMCH,F030 B 338
DANu DEAE3s,n33m9
m % CONCRETE ANCHOR SILICONE Q PH:19S41399-M7B
n F // SEE TABLE ON SHEET 2 wEB:PAC www(ewl ea738
�oPs.mn,
v=i CONCRETE/
- .. MASONRY % CONCRETE/
2!¢ BY OTHERS
F '••ems MASONRY
h % BY OTHERS N o m d
1X WOOD BUCK 'J•, d W LU
o Be NO
/// /// (OPTIONAL) '
x 1— wLLaa
II 0.25°
o IY=i ''tt^MAX, p m a
'�' SHIM EL sn g
CONCRETE ANCHOR Lb- \Q
SEE TABLE ON SHEET 2 CONCRETE/MASONRY BY OTHERS p =)
MIN.EMBED. E>r G Eny
S ETABLE SHEET a Q W p
1 HEAD (TYPICAL) 2 JAMB (TYPICAL) OPERABLE SILL W G
UTSWING SHOWN SIMILAR 7 UTSWINGSHOWN-INSWINGSIMILAR 7 INSWING-NO ANCHOR REQUIRED p Z
O
U 0
SILICONE
Lii
SILICONE SILICONE F
REMARKS BY1 DATE
.Q d' d •a d' d •Q d' d Add ADA sill,Multi-Point Lock GL 6/23/14
Reference DWG.NA010871A AM 09/16/19
CONCRETE/ CONCRETE/ CONCRETE/
MASONRY MASONRY MASONRY
BY OTHERS BY OTHERS BY OTHERS
THE NSI 0 DEIAILSOESWBEO MEGENRI
0 MAY NOT REfUcTACTURLCONORIONSFORASPEpf
SUE.H SRECONDMONS GUSf INSTAl1ATI0NlO0EVWTf
4 OPERABLE SILL 6 OPERABLE SILL 7 OPERABLE SILL FROM THE REQUIflEMEM50E AILfDNfRFIN AUC NSEp
ENGINEER OR ARCHOER SHALLPRfPAPESOESPEOFIO
DOCUMEMS fOR USE YATH TNI-SUESTE
7 OUTSWING-NO ANCHOR REQUIRED 7. INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED
AFCOH-497 ���` E .. O /7�rl
s�
N .7 7
�k
a SA OF It
SIUCONE SILICONE SILICONE O IDP.' �Q/`
SF
•Q ° d •Q ° d .Q ° d FBI I r urx Ru 310 aal+�`-
CONCRETE/ CONCRETE/ CONCRETE/
MASONRY MASONRY MASONRY
BY OTHERS BY OTHERS BY OTHERS
g OPERABLE SILL 9 OPERABLE SILL 1 OPERABLE SILL DATE: 02.05.14
7 OUTSWING-NOANCHORREQUIRED 7 OUTSWING-NOANCHORREQUIRED 7 OUTSWING/INSWING-NO ANCHOR REQUIRED WG.DY: CH
GL/T SS'MSS
SCALE: NTS
DWG.#: D015726
SHEET: OF 8
OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENTAND EDGE DISTANCE ARE ACHIEVED.
RI ' I
PREPARED BY:
BILL OF MATERIALS ROCKWELL MULT-POINT LOCK HOPPE MULT-POINT LOCK Q
ITEM# DESCRIPTION MATERIAL 20 21 W/SILL SHOOT BOLT PLATE#2098911
FINGER-JOINTED PINE
SOLID PINE ® BUILDING DROPS,INC.
398 E.DANA IHAB M.1`1.3CH TE 330
1 FRAME HEAD/JAMBS OO D PN(95541)3 78
LAMINATED VENEER
LUMBER IL PAN.199AI7aan730
o WEB:w b"Udirs,.pi
COMPOSITE
2 (NOT USED) B Q ti$
3 (NOT USED) III��III
4 THRESHOLD O
5 THRESHOLD - ZC, 0.
a a m v
pp LL 5�
6 THRESHOLD - a s 0 ^ a
7 AFCO H-497 THRESHOLD - ° 000o ¢ x
8 THRESHOLD - o a�j CO
9 THRESHOLD - °O HANDLE z a z �o
° HEIGHT 0 C7 Q W c
10 ADA TH RESHOLD - 0 Zo Zo ° c Oo0 O F•-
URETHANE FOAM&
11 WEATHERSTRIP e n F°to
POLYETHYLENE ° ° ry ry 3 0 �o LLJ
!!!!llIIIIII o
12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE HANDLE ° m 0 0 . *4z
13 (NOTUSED) - HEIGHT d
3
14 (NOT USED) - C�c P2 0
15 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL ° o '7
o ° ° REMARKS BY DATE
16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL
`ao Add ADA sill,Multi-Point LDcE GL 6/13/14
17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL
Reference DWG.NA010871A AM 09/16/19
18 LOCK SERIES 400 STEEL Eo o
Aa
19 DEADBOLT SERIES 780 STEEL cD
O '
4ND MAYNDT RFF.cr AI.TUA. NUR�ONSFORASPE°f
20 ROCKWELL MULTI-POINT TONGUE LATCH#732287686-8 UNIT m sm.lF snemNDmoxswaE Ru>•uunoN ED OEvurt
ROCKWELL MULTI-POINT TONGUE LATCH#73228780 8-0 UNIT STEEL iRDMTNEREDUIRFfE0SE PftEHFRDN.ASPliJFD
B 0.63" LTENGINEEROR ARCNR[Cf SHALLPRFDARESRE SPE°IIC
N DOCUMENTSFDRUSFWDHVMDO MF
21
PE MULI-POINT HARDWARE
STEEL
22 HOPPE MULI-PPOINT HEAD HOOT BOLT PLATE LLH#8784091 STEEL
23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL �` \.E••S••• 'P''�
®®O � :* •N .7 7
o e �
�P79^ —J 1.65^I— = 'fl S A OF
?� to
O FRAME HEAD/JAMBS O THRESHOLD THRESHOLD THRESHOLD HEAD SHOOT BOLT PLATE(LH) r.;0��
1 4 O O 22 •,58[ EA HB W D
VARIES,SEE BOM AT LEFT �8
Abre
In
Q
3 I ' iE
E
� :�� �I 4.57" 1.75" DATE: 02.05.14
4.563" 4.56" 5.62"
DWG. Y: CHK. Y:
OAFCO H-497 THRESHOLD O THRESHOLD O THRESHOLD O THRESHOLD ADA O HEAD SHOOT BOLT PLATE(RH) GL/TJM SS MSS
7 g 9 10 23 SCALE: NTS
DWG.#: D015726
�OO SHEET: ('� OF8
Cn
4.56^-�1 Ci 1.75" 8