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8/30/2019 Florida Building Code Online
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Product Approval Menu>Product or Application Search>Application List>Application Detail
n t FL# FL23224 G 3
Application Type New
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer DAYBAR INDUSTRIES LIMITED
Address/Phone/Email 50 West Drive
Brampton, NON-US 32817
(905) 625-8000 3
dodson@daybar.com p `�� 7—
Authorized
—Authorized Signature John Knezevich
jwk@knezevichREVIEWED FOR
Technical Representative CODE COMPLIANCE
Address/Phone/Email ST. LUCIE COUNTY
Quality Assurance Representative BOCC
Address/Phone/Email �"V
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 the Walter A.Tillit Jr.,P.E.
Evaluation Report
Florida License PE-44167
Quality Assurance Entity Intertek Testing Services NA,Inc. -QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By John W. Knezevich,PE
W Validation Checklist-Hardcopy Received
Certificate of Independence FL23224 RO COI DAYBAR INDUSTRIES LTD. DRAW 17-115
CERTIFICATION OF INDEPENDENCE.PDF
FL23224 RO COI DAYBAR INDUSTRIES LTD. DRAW 17-116
CERTIFICATION OF INDEPENDENCE.PDF
FL23224 RO COI DAYBAR INDUSTRIES LTD. DRAWING 17-117
CERTIFICATE OF INDEPENDENCE.PDF
FL23224 RO COI DAYBAR INDUSTRIES LTD DRAWING 17-118
CERTIFICATE OF INDEPENDENCE.PDF
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 2031994
File Copy
Equivalence of Product Standards
§ 4Certified By
7
https://www.floridabuilding.org/pr/pt_app_dtl.aspx?param=wGEVXQwtDgtFhPptbxssUrdTFclbp4YEx8o7PxUPCnLktvu4%2fG8tww%3d%3d 1/3
8/30/2019 Florida Building Code Online
Sections from the Code
r ext
Product Approval Method Method 1 Option D
{~ Date Submitted 09/20/2017
Date Validated 10/01/2017
a Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
• Summary of Products
FL# Model,Number or Name Description
23224.1 DOUBLE&SINGLE SERIES LS18 3080/8070 DOUBLE&SINGLE SERIES LS18 OUTSWING
hI OUTSWING COMMERCIAL COMMERCIAL GALVANNEAL OR STAINLESS STEEL FRAME
GALVANNEAL OR STAINLESS STEEL FLUSH, EMBOSSED&GLAZED ASSEMBLIES
FRAME FLUSH, EMBOSSED&GLAZED
ASSEMBLIES
Limits of Use Installation Instructions
r � Approved for use in HVHZ:Yes FL23224 RO II DAYBAR INDUSTRIES LTD. DRAW 17-
Approved for use outside HVHZ:Yes 116 DOUBLE SINGLE- 16 GAGE GALVANNEAL OR STAINLESS
" = Impact Resistant:Yes DOOR.PDF
I ; Design Pressure: +65/-65 Verified By: Walter A.Tillit Jr., P.E. PE 44167
Other: Large Missle. Max door dimension is 36"x 96" (Single) Created by Independent Third Party: Yes
r and 96"x 84" (Double). See sheets 2,3,and 3A of installation Evaluation Reports
drawings for all ASD Design Loads. FL23224 RO AE DAYBAR INDUSTRIES LTD. DRAW 17-116
PRODUCT EVALUATION REPORT.PDF
Created by Independent Third Party: Yes
6u' �
?� 23224.2 DOUBLE&SINGLE SERIES LS18 3080/8070 DOUBLE&SINGLE SERIES LS18 OUTSWING
OUTSWING COMMERCIAL STEEL COMMERCIAL STEEL DOOR W/SERIES "AS" 16 GAGE STEEL
} DOOR W/SERIES"AS" 16 GAGE FRAME LOUVERED ASSEMBLIES
rrk �'M+ +•c'
STEEL FRAME LOUVERED
ASSEMBLIES
,. Limits of Use Installation Instructios
Approved for use in HVHZ:Yes FL23224 RO II DAYBAR INDUSTRIES LTD DRAWING 17-
Approved for use outside HVHZ:Yes 118 DOUBLE SINGLE LS18 OUTSWING COMM.STEEL
Impact Resistant:Yes DOOR.PDF
Design Pressure: +65/-65 Verified By: Walter A.Tillit Jr., P.E. PE 44167
Other: Large Missile. Max door dimension is 36"x 96" (Single) Created by Independent Third Party: Yes
and 96"x 84"(Double). See sheets 1, 2,and 3A of installation Evaluation Reports
drawings for all ASD Design Loads. FL23224 RO AE DAYBAR INDUSTRIES LTD DRAWING 17-
118 PRODUCT EVALUATION REPORT.PDF
tN Created by Independent Third Party: Yes
x_u 23224.3 LS-SERIES LS18 FLUSH OUTSWING 3070 LS-SERIES LS18 FLUSH OUTSWING COMMERCIAL STEEL
COMMERCIAL STEEL DOOR DOOR W/SERIES"AS"STEEL FRAME
W/SERIES "AS"STEEL FRAME
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL23224 RO II DAYBAR INDUSTRIES LTD. DRAW 171 117
Approved for use outside HVHZ:Yes SERIES LS18 FLUSH OUTS. COMM. STEEL DOOR.PDF
Impact Resistant:Yes Verified By: Walter A.Tillit Jr., P.E. PE 44167
Design Pressure: +90/-90 Created by Independent Third Party: Yes
Other: Large Missile. Max door dimensions are 3'x 7'for+/- Evaluation Reports
90 psf ASD Design Load. FL23224 RO AE DAYBAR INDUSTRIES LTD. DRAWING 17-
117 PRODUCT OF EVALUATION REPORT.PDF
Created by Independent Third Party: Yes
23224.4 SERIES LS18 FLUSH OUTSWING 4070/6070 SERIES LS18 FLUSH OUTSWING COMMERCIAL
COMMERCIAL STEEL DOOR STEEL DOOR
Limits of Use Installation Instructions
t
Approved for use in HVHZ:Yes FL23224 RO II DAYBAR INDUSTRIES LTD. DRAW 17-115
pp' F Approved for use outside HVHZ:Yes SERIES LS18 FLUSH OUTSWING COMMERCIAL STEEL
f r�va�
Impact Resistant:Yes DOOR.PDF
Design Pressure: +60/-60 Verified By: Walter A.Tillit Jr., P.E. PE 44167
Other: Large Missile. Max door dimension is 48"x 84" (Single) Created by Independent Third Party: Yes
and 72"x 84"(Double)for+/-60 psf ASD Design Load. Evaluation Reports
FL23224 RO AE DAYBAR INDUSTRIES LTD. DRAW 17-115
PRODUCT EVALUATION REPORT.PDF
" Created by Independent Third Party: Yes
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtFhPptbxssUrdTFclbp4YEx8o7PxUPCnLktvu4°/"2fG8tww%3d°/"3d 2/3
i
GENERAL NOTES AND SPECIFICATIONS-
SINGLE
PECIFICATIONS•SIGLE SERIES LS18 FLUSH/E!l,BOSSED OL'.iV.'Ii:G CCMt6ERGlAL STEEL COOK W/SERIES 'AS" Fr•AME, SHOWN ON
n TIiiS PRODUCT EVALUATION DOCUMENT (P.E:-0.) HAS BEEN VERIFIED FOR CODE COMPLIANCE IID ACCORDANCE vfTH THE
SHEETS L,C NT EIV 1 ; f 2017 (6ih EDITION) CF THE FLORIDA BUIL DING CODE.DOOR MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES,
DESIG^I WIND LOADS SI(ALL BE DETERMINED AS PER SECTIONS 1620 OF 7H ABOVE MENTIONED CODES, USING
ASCE 7-10 AND SHALL NUT EXCEED THE MAXIMUI, (A.S.DJ DESIGN PRESSURE RATINGS INDICATED ON 'THIS SHFEl'.
PAGE 1
t D X IN ORDER TO VERIFY THE ABOVE COND?'ON, ULTIMATE DEIGN WIND LOADS DETERMINED PER ASCE. 7-10 SHALL
NDE:_/� & C OVER PAGE BE FIRST REDUCED TO A.S.D. DESIGN 11114D LOADS 8Y MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE -
PAGE =#!A ASSE -IMBLY ELEVATIONS, 0ETAILS AILS # ?0,�1,�G) t/ MAX. (AS.O.) DESIGN PRESSURE RATINGS INDICAml ON THIS SHEP..:T.
G
r- TYPICAL
.- THIS DOOR'S ADEQUACY FOR'HIND AND IMPACT LOAD HAS BEEN VERIFIED` IN ACCORDANCE WrrH SECTION 1626 OF THE
PAGE #'E I YPI .AL_ SECTION THROUGH, V`'.RTICAI_/1-10RI7.ONTAL,
ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201,TAS-2.02, TAS-203 S PER HIL. LAB REPORT K279-101-7-01PAGE
ti AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 761E OF THE FLORIDA BUILDING
# 3 FRAiE SEC 1"<ONS AND REINFfiRCINCiS, CODE.
(DE"I'AILS #15,i.6,,17,18,19) 2. ALL COMPONENTS SHALL BES SPECIFIED ON APFI.ICAB!E 06AIL SHEETS AND ,,T BILL OF MATEIbAL.S (SHEET 14)
PALL 44 DOOR SECTION THROUGH
THROUGH iE:DGE SEAM, Cr7ETAILI_- #:G) of Tl;ls DRAWING.
PAGE 44 5 DOOR •T LIP AND BOTTOM I Y P I C A I.... END CHANNEL, OFFICIALS ON A CASE�RBY--;C SE CAPE5IBASIS.REQUI,REh ENTS Or'THESE DOORS PEP FRC 70 BE L`E:T'ERI.!L'dED BY 81)Il.?)'STDG
(1)ETAIL #�12) _
'1.)r,. - �r r-rr L 4. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS PI,EiA.!_TO F,4ETAI_) T'0 BE STAINLESS STEEL 303 OR 310/:ISI
PAGE It6 DOOR SURFACE CLOSER REINFDRC`ING, ♦:.1C_ ! FTI[... r .?) SERIES OR CORROSION RESISTANT COATED CARSON STEEL AS PER DIN SOOIB WITH SO ksi YIFLO STRENGTH AND oG
I.=i TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4.
PAGE: tk7 DOOR SURFACi�� CLOSER REINF AND END CHANNEL
+ 'DETAIL .L. G 5. ALL. WELDING'TO CONFORM 1V/A,%AERICFN WELDING SOCIETY A.W.S. 0.1.3 AND 0-19.0 REGULATIONS. USE E GXX
ASSEMBLY, ` i ) ELECTRODES
PACE ;i B DOOR S I EEL TOP CAP, (DETAIL #14) 6. ALL.ANCHORS FOR DOOR FRAME CONNECTIONS TO EXISTING STRt1CTURE SHALL BE AVS SPECIFIED ON ^SHEET 13 GF
THIS DRAWING.
PAGE #k9 DOOR HINGE REINFORCING, MAXIMUM ANCHORS SPACINGS SHALT_BE AS PER ELEVATIONS ON SHEET IA OF TiiIS DRAWING.
PAGE: #k10 ANSI 4A11'13.1 #86 MOR`T`ISE I_ ?CK,RP REINFLF:CINGS, 7. PROVIDE 1/4'• MAX. LOAD BEARING SHIM SPACE.
41I (1DE.fAIL #9) R. T�•1 r{ �`>~�I�.�CtoT fit.QUynF,....�3..H1Pf2Jf..ANF„�R^T.CTION o:��lc ,
PA.G IF 1 x#161 LOCK, REINFORC,INGS, (DCTAII._, 48) S. THESE DOOR ASSEMBLIES ARE APPROVE:} FOR WATER AND AIR INFILTRATION AS PER TESTING INDICATED ON NOT;: 1.
_ AND SHALL BE LIMITED TO DESIGN PRESSURE RATINGS INDICATED ON TI-Ii.S SHEET.
I'AGr- #!2 RIM PANIC SURFACE BOL_ REII�l1='ORt INKS, CDLTAIL..' 10. PRONODE SPECIFIED SEALANT AT ALL DOOR FRAME AND THRESHOLD.
1n 11. (0THIS PRODUCT FVAIAJA:fION DOCUMENT (P.E.D.)PREPARED By THIS ENGINEER IS GENF.RiC AND DOES NOTEAaL * 3 lsA 1CHO) OPTIONS AND D -nILS II
i - . VNFORMATION
FOR A SITE SPECIFIC PROJECT:i.e. WHERE THE SITE CONDITIONS OE.IATE FROM INE P.E.D.
PAGE 4114 BTI__L O[' IVT AI•..R IALS (b) CONTRACTOR TO RE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE
SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS
DETAILED ON 71-IIS DOCUMENT_ CONSTRUCTION SAFETY AT SITE IS INE CONTRACTOR'S RESPONSIBILITY.
(c) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) WILL BE:CONSIDERED INVALID IF ALTERED BY ANY Mc,%WS.
. _..,._._.__—...... ._........._._.........._........_-. (d) ORIGINAL P..E.D, SHALL BEAR THE CATE, SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAI
PREPARED YF. -
12.PRO.DUICT'S MANUFACTURER'S LABEL SHALL HE. LOCATED ON A READIi..Y VISIBLE LOCATION AT DOOR. ONE LABEL SHALL
BFI.PLACED FOR EVERY OPENING. LABELING TO CON,PLY WITH SEC11014 170£.5 Or THE. FLORIDA BUILDING CODE.
I
MAX,_A.S.D. DESIGN PRESSURE 11,,Y+p6°°�"���,
� FLORIDA BUILDING CODE (HIGH. VELOCITY HURRICANE ZON90, -90 PSF ceon rcre�:: t se,Fsttva}
.
SERIES L518 FLUSH OUTSWING COMMERCIAL oenwr+BY:
4 } STEEL DOOR W/SERIES "AS" STEEL FRAME re.r
-��/W `-� �� ®�tac_� DAYBAR INDUSTRIES LTD a;E"
THIS DRAINING SHALL ONLY BE USED 10 ° ,,t e.t_XW IG nTSNG o:STN ACJ 5. $a llICH &11
C NKN.LST 2.43:C -_
OBTAIN PERMITS IN THE STATE OF FLORIDA. ,c�;•.,COFTID,. �,i� "` Y6J:" t°° " r"'^ T£:5 82.-.8^. FA.M 42U-a2ae 17•:-11�
c ma•.rrraceceo:.�cm
'{ 5�'4y1L ev-or>vfinn _ uNXmrre na
U�!'••'tS PDL rl {'ln:7uP A.Pr S17dr.AF.. n
SNEEr t OF r<
u-Ctla /ai(,.
rJ7•?frM Ci:..p•14167
DETAIL 416/3 DETAIL 416?'3 DETAIL iilG/2
CA. SID— MAX.ROUG14 OPENTNG WIDTH--- 'EA, SID at,1 WIDIH
CA.SrDE !-40,50'Jo I, 40,500D MAX.ROUGH OPUNNG"dlrlH
000
—40.5000 MAX.ROUGH OPENING WIDTH
10
Z
6 \-SURFACE CLOSER
-SURFACE CLOSER
--SURrArCLOSER ISER 1
REINFORCING
f ' I DETAIL It 11/6,
RE FNF! RCI.1,11; DETAIL 9 1116. / ( 13/7
DETAIL 9,11/1:, 13,17
IG
E;T'l DID CI
.1 _j / ---01 i I END CHANNEL �,EING�
DZIAjL -'KIX'11�'elN5
/5 cI1 DLTATL IIJP/S
"DETAIL.
TOP CAP D�iAIIL
Op CAP
I,/,-, I , j
DETAIL 41.4/8
TOP CAP i
SURFACE. DETAn- 4j4/8-1
Ll
(ID4 DEAD 1301-7
DETAIL 110/2
B012K EUGS.SECTION
03 CYLINDR11I,,AL SURFACE CLOSER
SEE DETAT11.4,1111 6/4
REINFE.IRCING
SURFACE C.9SFR 4�1 p r LJ6
Q -TAIL ft IIJ6
o II REJ,4K URCiN 'd
DE]-P!L 11/6
MORTISE LOCM,SEE PETAIL < '1111 I
RIP REf"FORCIN SEE DETAIL 09/10
1 6
SEE IETAIL 0/10
< DOOR SEC".YONI THROUC.H DOOR SECTION THROUGH
DOOR SECTION-THROUGH/ M !SEL DET SEE DETATI-L"6,14
SEE VE.TAIL,06/4
..........
SURFACE BOLT
END CHANNEL.
REINFORCING
DETAIL
DETAIL 410/1 IS -j
DE
AIL IiI2/5-\
END CHANNEL
I i 4i
i
`vi
DET
D 17/
.10 DET.. t7/3
...........
--L.—L
10, _.'.7500x MAX.
-IA X, IA'
P.7100-1 2.73W 110, 10
0 -R.7' MAX.,-1—MA. - MW 4AX, t
\�IAPCONS OR S.M.S. A S'S,E(,,'I B L Y.•_#_3.ELEVATION SINGLE
ASSEMBLY #1 F.I.-EVATION SINGLE ASSEMBLY #2 ELEVATION i1. W
OR WOOD SCREWS .......................... DOOR EXTERIffR —110 7Fi i"15
(SEF SHEET 2) SJNf3L,- DOOR EXIERIOR VIEW
—(OUr Ld—1 NQ-). ............ ............ ........... WAI 1 CONDITION1 MLSONRY
WALL CONDITIFIN EXISTING [�ASOINRY ni i-,vai u G
ANCHOR, WIRE:: I)E
!AIL.-_421,.•
OR WOOD STUD WALL W.A.LL CONIHTION WOOD. srUD -u .
mo
ANCHOR: #22 ANCHf-IR)i 2flAar'lLl,?RJN DETAIL#20
1)I.-r E x Rlj� Ex Q Y L. DRI
'L I LE
�.nDEA.-D BOLT
• Ns FLORIDA BUILDINC CODE (HIGH VELOCITY HURMCANIE ZONE)SERIES LSIS FLUSH OUTSWING COMMERCIAL
$ No.44167 • STEEL DOOR VI/SERIES "AS" STEEL FRAME m.j..
1 /,7 1LIEC01 7c Oi/0—DAYBAR INDUSTRIES LTD IE
DAT
tywr TrsrimO&EmoltIrt.wHo compAmy
17-1
,ra- Eow aa
IIA---TrFlair J1.
-NEEP IA OF 14
WALL... CLINDITION VARIES SEC NOTCH THRESHOLD EA.
�'--_—ELEVATIONS PAGE #1, AND ANCHOR SIDE TO SUIT ,.IAMBS,
T_—... DETAII...S FAGS #13 (4� 3/..I. rc; ! 16 THRE:SI-100.-D-� SEAL JOINT WITH GES
T1 a PAPER E CNEE:YCONIB t SILICONE II CLEAR }
- - _.._— L a I f SEALANT }
`w AS 3/4" SERIES FRAN;E
c _'= SURFACE
SEE' (TYPICAL) SECTION ` ` /
i
In
DETAIL n! -: ! #15,16 (PAGE#3) �c ( APL
IED
r 'VAHER
1,
':: - %EATIIER STRIP NOP 'i120NA STRIP o
SECURER WITH DOUBLE ROW []F"' � o
I� I #6x1/2' SMS SCREWS -1° FROt, (x"
i EACH FN. +l r c
. "I
D AND �x _ (A., I l
I-
PREDRILLED I
+- RtDRiLI_ED I2� h1Atil �! `T P "
! J 1C
i).E.S
-- --
Li
THRESHOLD NGP f1950NA r
If ( S7ECURED \WITH TAPCON 3/16-
AD E' > x 1 3/4" Ft._A T HEAD MASONRY
= t.-; ! a SCREW 7R #I 3 x 2' F".ii. S.M.S. C.s2 5t - — -------._..._-.....-
G_! (� r_a z y _ —"f— 35,7:500—....-_._— -- — ,1250
w Clip # 10 x 2' F,H.W,S. LOCATED 2 _I_ .i
c..) 2 :3/4" F ROi-1 EACH END AND 7.0+' C/L.
`'t LD(� (4 SCREWS TOTAL ON ASSET✓BLY) -- '— 36.0000--~--._.-__........__.._......_............._.... _ ��
a] x a` APPLY GF SII_.ICOiv'E II CLEAR SEALANT
TO BASE OF THRESHOLD PRIOR _,_.-........--._.-.
u
_ _ l.i4-0,0000 ,. 15X.
I V) _ . .._ - "MAX.
-- !r TC! INSTALLA+%Qi'd �` _
t
(�
IN TYPICI,i `!�f
::::: ... . Tr_.ti1TA L SEC i I (�!
t 7 l co d C
CD
I3 BEADS GE CD` CD DOOR M0DEL.; Ste;IE- LS18 FLiJSH _l.:ll- TSWIN(.'i
I I
S1L,c�n _•r
--- ---- — - --`v---- I - - -- -- — - - C_C.7..a�I.P%tERC al - >T . EI_ v�/ -
FLOOR LINE "ems i-- W
j '. 1 f�I Pfd
f.�V ( - ( �I 5.0000 �... _ ,S,I�ao','�; ,ra
x'16XTUDED ALUMINUMIS 114
� MAX. Sh11h_-1 SPACE!
..=. _ ....- _ _, RESHOLD 1gGP #950NA — TYP
_f..YP_CALVERT CAL SEC 1101_x) �
moo,
s :
�.'.` IVA
DOOR 18 GAUGE .045 MINIMUM,
.n„�r.rroN r„•
c�LL STEEL COMPONENTS OF THIS ITEM, i,(e., FACE SHEETS, INTERNAL COMPONENTS AND RE':-TNE'•ORCEMENTS Ak,.-
btANUFnCTURED FROi4 '1'E:NSICIN LE'VEL.ED STEEL CONFORMIi•iG TO ASTM A924, GALVANIZED TO ASTII FLORIDA BUILDING CGDE (HIGH VELOCITY HURRICANE ZONE)
A653/A65361, COMMERCIAL STEEL (TYPE f), COATING DE`dIGNATTITN A40, KNOWN COMMERCIALLY AS PAIN'TABLE
�PaiJ IIL'ECtl INC,(U:urvtF.F.e!tf.)
GALVANNEAL.: AVERAGE TENSILE STRENGTH: 52 I<SI :AVERAGE YIELD STRENGTH: 45 KSI, El-IINGATION= 40%. SERIES LSI 8DOOR
FLUSH OUT AS' COMMERCIAL ursnJs.ar:
STEEL DOOR 1+t/SE�IES A5” STEEL FRAME .,.e-
(ALI. S;E 16 GAUGE .05E MIhIIFSUt•9 y �c�)tic. DAYBAR INDUSTRIES LTD
ALL. STEEL COMPONENTS OF T141S ITEM, i•e., HEAD, JAMBS, REINFORCEMENTS AND ANCHORS ARE MANUFACTURE? NAL
FROM COMMERCIAL. STEEI. (TYPE B), GALVANIZED TO A:TM A653/A653M, COATING DESIGNATION A40, KNOWN! �1 COMPANY Ptl'tCa�4si
COMMERCIALLY AS PAINTABLE' GALVANNEAL: AVERAGE TENSILE STRENGTH. 52 KSI >, :1.•Aen_Ism.r.r(,!A4}9Yt-ISJt Eu as0?(" rx•snsrs6 za+ - -
17--1i7
C-ma;C t'frHOao:.cam EIRAV�N.Ne
AVERAGE YlE'I....i] STRENGTH, 45 KSI, ELONGATION! 40%, is �-r.�x�ln
t� cp.
.8 0'+ennov wrt
:Lai�V.^+Gu P 49167 !xnc:bG•a 'Sh111. ~
SHEET 2 OF 5•
0.750- _...0.1875rti u! no
— "-•�. � yi+ Tn '^ M0.675
A I.1.c'�000
... .__.. i' o
..
ti -1� ,j_ _._ _.__....__
1 ._
I U I i a.u +
VE
i 0.3750—
RETNGRCTNG sATERIAL: O II � f T•P^n_A2e9✓•pr�O-LvF �;�°�...._ ._v.°.... 1 `�ei7 �fci.i rI.
sIPJINg � nh— °GAUGE 1' 0097 II"IlCK)GALVANNEAL
T-
SUR ACES7RIK_
0 110.7
T!
2
tu.
�
N
REI FORCING
❑RCIN10 c- --
-..__....._n_....__._1{.__
DET I-1IU, 19 / n O 01
I
...._ Dust Box- ! c.
O !., --
--__
—±.563-- HATE RIAU
MATERIAL! (:iAU(iif:: Tt MINIDPJN
GAUGE 10 111NGfU!•1 GALVANNEAL
GALVANN EAL
f' !'-ti"I ................iY,IJC REINFORCE:-MEN.._T. FOR FRAME
F:_E-,INF' EtC?idC DE AI
DE.1'AIL_ #17
nnen c'rst.T V.
1
_.... .__5.750'--__..—s c. --. 1£375 rpltlsfsasy aJi
NO,441
I Tr- 67
:
--
TF a
DEAD LOCK`TPIKL_Ylz
.__
1....._. . i 14 GA (01,074) 1,llN 'r, v,1
ATTACHED TO STRIKE JAMB Wl
—aaa7nJf11�L��� °'
i. DLCMITERFD CORNER CONT. l4ATE.riiAL; (G) I/3"47 pY,OJF.:CT'IUN b/E!,ITS.
WEI._UE:'D INSIDE PACES & GAUGE 16 NININUM (,0117)
AT RETURNS
INSIDE GAt_V ANNEAL_
2• CAULK COMPLETE FLORIDA BUILDING CODE (HIGH VELOC.Y HURRICANE ZONE)
CORNER WITH GE SILICONE ll )S 5 3/4- ,P1,Q(AL 0Gc11Irrotl:.;cExur:Eea:ct
T ti �T.-.� SERIES L578 FLUSH OUTSWING COMMERCIAL
pRAtsN BY:
=--- STEEL DOOR W/SERIES "AS" STEEL FRAME
SECTIEiV 1•HCa��UGH �"
TYPICHL WELDED CORNER � 1� ECO twe. DAYBAR INDUSTRIES LTD oe�m�»
- -- I;ETAI.1 x*:,5 GATE
—......._..__._.._......-.__._. TIL!IT TESTING d•E7lGINEERING COMPANY bo IM,rR.tC,p<AIPW
D T I L.
.r.1+``. 49Ll.Ir..75th St..S1a..b`li?GT•A LaPGD��F JJI:'S —
__—__..........--... :1 O F,mra:(.'.T:)sTII_SS10.Tn.:f!«79n-ttJl IEC•.4C fiA5-.A::JO AAK:R�^E2,4-<Z:< 1't._}I
E3-OOGS7tf ,,. cart GFAv�F'a No
r.A!TER:. !:'!LrT R.E.
!''±tlkrt'A Cr..t•<e]6J .SHEET.3..111
LOCKSEAM FILLED WITH
HELMIPRENE 4 C8323-1
ADHESIVE -SEALANT .,,,"-DOOR BACK OR NARROW SIDE
L T E 1
1.8 GAUGE .045 MINIMUM
GALVANNEAL
y
BOTH DOOR EDGES
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DETA IL #6
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v FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE)
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12.2500 _ "'�i-'— - 12,2500...--...._..__--...._------___...._...._..._.._...5.000u...�_...—_..-
SURFACE Cl....OSER PLA N
MATERIAL: FASTENING SLOTS
16 GAUGE (0.057) HIN_f-1111JI
GALVANNEAL.
DOOR TOP AND BOTTQ_ > '�-Y.PICAL END CHANNEL
1 � FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE. ZOtaE)
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TYP• M MINIMUM GALVANNEAL 3D VIEW
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, SERIES L578 FLUSH OUTSWING COMMERCIAL 0:AWN BY:
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APPLY BEAD OF GE S11-11CONE 11 SEALAINT
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PRESS FIT TOP CAP INTO DOOR
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AT GE
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PAGE #8 DOOR STEEL TOP CAP
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FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE)
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RF-' REINFORCING ORCING SAME AS #86.
LESS LUCK CLIP & MOUNTING _� #12 L>/I. � _
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— 0.6875 (3) 1/8"0
J
F'Ril...IECTION
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DOOR EDGE MQLJN T tr,lr 7..AB
MATERIAL: ALL GALVANNE(-`,1... 14 'GA CC.07 4) VIT,(
I
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4,7500 --� LUCK CL_IP-1SCiA.
ELEVATION i__ V
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--- j L]f�ILY VAI_.ID FCl{c'
-- ------h�-- ---- ------- -- 7 ni !tSSEI�iUL3- -- - - -- - --- - — - — ---- - -
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........._...._._..
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rI rrjjf/A4/lY/��'
N
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----�" � FLORIDA BUILDINC CODE (HIGH VELOCITY HURRICANE ZONE)
a t at�C4Ga 67 .
SERIES LS79 FLUSH DUTSWING COMMERCIAL aft1WN 9t':
f— cam: . . ' STEEL DOOR N'/SERIES "AS" STEEL FRAME
ANSI #A115.1 #$6 MORTISE LOCK,Rf' REINFORCINGS yam11 �>� ��L I►�.�°t�,eee. � DAYBAR INDUSTRIES LTD
DETAIL#9 'gin'''. `�
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—� 0.712 j--
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co 2,632 MAI': 035 SATINCOAT
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..........
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0i-------- TO SUIT 8/32UNC
---THREAD- VIEW X
PROJECTION
it 16 1. E D G..E RE I N F F]R C 1.N G WELDS
MAT: 0.078 SATINCOAT
2.632------ #161 LOCK, REINFORCINGS
DETAIL #8
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FLORIDA BuiLDiNG CODE (HIGH VELOCITY
G)cO"W67r.w wc.(v;n:r_.=)
4416 SERIES LSIS FLUSH OUTSWING COHMERCIA
STEEL
CC I L E C DAYBAR INDUSTRIES LTD
SECIDON I I-J R L'i U G H DOOR W/SERIES "AS-' STEEL FRAME
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MATERIALI
14 GAUGE <0,074) FiINI1NUi1
GALVANNEAL, GLUED T['
DOOR AT HEAD & SILL
USING HEMILBOND 8320-1 1,6370-- ) 1.5&7tt
CONTACT ADHESIVE, VIEW x
3D VIEW
T��l��--
PAGE #12 RIM PANIC SURFACE BOLT REINFORCING FLORIDA BUILDING CODE (HIGH VELOCITY HURRIUNE ZONE)
�'— 0 70 mm.,c lem�:rsxNcl
DETAIL #10 No,x:4187 s SERIES L518 FLUSH OUTSNlING COMMERCIAL DRAIN DT:
STEEL DOOR W/SERIFS "AS" STEEL FRAME NJ-
c> 11LI COlra� DAYBAR INDUSTRIES LTD
DATE
:+� �! '� �`✓.(!�1d, TILLf7 fE5YlNG Ft ENGlNEERlN6',LOMI+ANY 6a ri'FSI'D'INa,E2�rt.'4
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av"w VI. ff 44167 s-aas rn/r
SNEF,T i)0:14
CONCRETE BLOCK DOUBLE 2'x8l'
WOOD STUDS
WALL REWD MAX. 114'
I`SHIM SPACE MAX, 1/41'
JAMS(D F SHIM SPACE
E,',',A OUTTERFL�(
ANCHOR
(SEE SHEET 13,4)
EMA BUTTERFLY
/—ANCHOR,
0
CO. (SEEE SHEET -13A)
0
— 1. 000
O
1 0
4' MIN
----- -- - f
((l {
c
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COIrlINUOI.IS CAULK
8'OTH SIDES CONTINUOUS CAULK i77�,-rr-
jtt .jm—!------ CONTINUOUS CAULK
1 1/2'. aoTH SIDES (TY?,}
-1 - I ERITH,'SiDES Cf,�,P.)
L r11ty _
_—.4` PfIN—•-{ MORTAR POURED CONCRETE OR GROUTED 131 -1
JOINT CONCRETE BLOCK WALL REVD. WOOD BUCK
MASONRY %7IRE ANCHORS (0.157" CIA, W/(B-)3/8" x 5" FIAT HEAD STEEL (MIN. 2'x 8' NOMINAL)
9 1/2" LONG) IN HORIZ. MORTAR JOINTS; UCAN-SLEEVE AIIC140R Vl/ 1 1/2" Min. (8) 3/8"-16 X 6' STEEL CARRIAGE
FILL JAMES,(D SOLID WITH MORTAR EMBEDMENT.
"DAYBAR # PTI-001" BOLT C/W NUT AND WASHER
WIRE ANCHOR DETAIL #21 (E.M,A,) EXISTING MASONRY (E,M,A,) EXISTING
ANCHOR DETAIL #22 WOOD BUCK ANCHOR
OPTION FOR DETAIL #22
3 ANCHORS REQUIRED PER JAMP,11'�;kp
PER FRAME FOR DETAILS #2*,Q%i�g
#8 W/ 1-1/4' Nli.. 'I ANCHOR�S REOUIRED PEI';\)
O��,-
il-IREADED PENETRATIC�,-
,Z�t --R FRAME FOR DE-FAIL 42R,*
F.H. WOOD SCRE'�'VIS
50
PER ANCHOR 5.62 P LF No.44167
./ _ __ - o I 0.625- , _ .............
. ......... C=
h,97 FLORIDA BUILDING CODE I-i ,HURRICANE ZONE),
(D CLIPIN STUD ANCHOR 02017 MTE.-INC. SERIES LSIS FLUSH OUTSWING COMMERCIAL ORMN
DAYBAR PART # PT-I-004 MATERIAL GAUGE. 20 ---- STEEL DOOR V//SERIES "AS' STEEL FRAME h(.L
GALVANNEAL
IDECOme. DAYBAR INDUSTRIES LTD DAR,
(7- 50
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SHEATHING (TYP.) DETAIL #20
No
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FjMM 1. -162 SNf.ET 13 OF i<
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1 250
-1 250
__....._..._._.____,..__....._.___6.7 5 0
MATERIAL: f,T
18 CA SATIN COAT EvMA BUTTCR��}�{ fjjL ,.A; N C H 0 R
PI..DRIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE)
v ,ora>"Teeo SERIES LSIS FLUSH OUTSWING COMMERCIAL eamvtt ar:
eta,44167
STEEL DOOR %V/SERIES "AS" STEEL FRAME ML
s 1os/91/7:
Q i q Ltve. DAYBAR INDUSTRIES LTD Wr
P�'-;---- "•L/tS t tt(T T£iTl�^&
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BILL OF MATERIALS :
ITEM QUANTITY MATERIAL I :BASIC DIMENSIONS OR ADDITIONAL DETAILS
1 1 16 GAUGE WELDED FRAM ._ AS S 3/4' JAMB D('•_�PTH' X P' FACE X .057 MIN _
_........ .._._......._..-.-•-...._._.._- --_..._ _..._.._. _._......__._...._.._....__........_
2 1 18 GAUGE FLUSH DOOR CO4441ERCIAL STEEL 1 3/4' THICK X (.045 MIN). C/W PAPER HONEYCOMB OR
1.5 PCF POLYURETHANE OR 21.5 PCF MINERAL BOARD CI3RE
_..._.._._..._..._............_........---- "._......_.._.. _-—-.....__..,__..._....-................._.............
___._._..-.._.__..__._...._,..,...... ._.._.. ----
3 3 HINGE REINFORCINGS (DOOR; 1 1/4' X 10° X 10 GAUGE (•135 M}IN)
...-- ...------....-__.............-.--.._............-._.........................__.._.......-- __ _.__........_.-_-._.._._......-.__..._
4 3 HINGE REINFORCINGS (I"RAtiE) i 1/2' X 8 3/4' X 10 GAUGE (?35 MIND
I STRIKE RF.INFnRCINGS (FRAME)
�
1-3/8'" X 7 5/iE°' X 14 GAUGE f.07F_ MTM)
---
6 ----
6 4.Iill. 1rf+SDNGY FRAME ANCHORS <_i PER JAMB) (DR) 9 1/2' LONG X 10 GAUGE (.135 MIN)
.................._..._....................._.........._- _—__ ."....----=-----._...._............................_-....__.....___....._......._..........._...—-- ....
._....._.__...._......_.....................__._.._--._....._._.._._.,_...._.._
-.._._._..._...._...-..—_—.
. ._.._-.................
7 .._............. — -
(i CLIPIN STUD ANCHORS (3 PER JAMB) (DR) 1 7/8' X 5 5/8' X 20 GAUGE (:035 MIN)
....----- ---- --
8 6 EMA ANCHOR BOLTS (4 PER .JAMB) (OR) 3/8' X 5' STEEL UNICAN—SLEEVE AI',ICFiOR
S._...__..._..............._......... CARRIAGE. ANCHOR BOLTS (4 PER JAMB) (OR) 3/8'-i6 X 6' STEEL CARRIAGE BOLT C/W NUT AND WASHER
----.............,__.,_._ __...__....... ._._.._.....-....---..._._.._._..__.._._..................................__.._.........._._....._..._...-.-. -_••_---....._.._.._.,...._............_.....---........................ - ----.-.-__-------
10 3 HINGES-HALER BB1191 4.5' X 4.5' STANDARD WEIGHT (.134 THICK)
-......--..__.. "_.__--------------------._..._........_ _- _._.—__._.........- ---- .._._...._..........__.._............... -,..._.__................---.-._................._...................................___..._..._....._...-
it 1 RIM EXIT} DETEX VALUE SERIES C/W OPTIONAL ALARM N/A
............... __..
--- - -- - -- -- Ir_ _--- -1 _ - ._ MORTISE_LOCK_ MARKS SERIES- 5 N/A
13 1 CYLINDRICAL LOCK MARKS SERIES 170 GRf;UE j;1 NIA
.........._...........--..........._...........__ .._.._._._......._..._.._.-."............-.........._....................................._......_.............._._,..._...._._... _...-----._..._..._............_._..................._.._.._......_..__......__..-._._._..----------_-.........._......_......._........._._._....................._._.._..__._._.,......_.._...........
14 1 DEAD BDt_TI MARKS SERIES i30 N/A
15 1 WEATHER STRIP, NATIONAL GUARD PRODUCTS fl4201\1A SECURED WIT'hi 06 X 1/2' SMS SCREWS j
16 1 THRESHOLD: NATIONAL GUARD PRODUCTS #950NA EXTRUDED ALUMINUM - -
.--•-•-------._....._.._. -._... .__.. ........... --
17 1 CAULf'ING! GE SILICONE II N
_-- . _-- -- .- ............__...._.____.__.._ _........_....._."_-----.__J
tt`l `�..a ...��
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` SERIES LS18 FLUSH OUTSWING COMMERCIAL DRAWN eY:
\\ �y C zm]Hueco crc.(cr:c:=:eE;nu-
moi-�.t1II),441 STEEL DOOR Y;/SERIES "AS" STEEL FRAME u�L.
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