HomeMy WebLinkAboutProduct Approval FILE r ,
RECEIVED AUG 3 0 2017
NOTICE OF PRODUCT CERTIFICATION
- Company. Masonite International t'orpotation Certification No.: N1013747.0Company.
1955 Powis Road Certification Date. 06/08/2017
West Chicago,iL 60185 Expiration Date: 06/30/2021
Product: Wood-Edge Steel 3/4-Lite or Less Glazed Inswing or Outsw'ing Door w/Full-Lite or Less Non-impact
µ �? Rated Sidelites(n'/Wood Frame unless noted}
*fes Specification: TAS 202-94/ASTM E330-02
Glazing: Insulating Glass(Tempered)
The"Notice of Product Certification"is only valid if the NAAII Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NA;%I I's Certified Product List in at irtctF.vanticrrtiflicatinn.eotn. NA:111's Certification Proaram is accredited by The American National Standards Institute(ANSI).
inswing Glazed Structural Water Test Report Number
Configuration or or Maximum Design Test Drawing Number&
Outswing Opaque Size Pressure Pressure Comments
R IIS Glazed 3'0'"x 6'8" +501-50 0.0 psf NCT1.410-19469-1
Single 3/4-Lite Max Maxiawm Pinel size:3'0•'x Gs"
�' Anchor DcfaM-DWG-M A-FL02l4-17
X 0/S Glazed 3'0"x 6'8•' +501-50 3.0 pst' NCTL-110-19469-1
Single 3.14-Lite Max 4.5 psf+ Maximum Panel Size:3W'\6'8"
7.50 Psf' Anchor Dcmi6-D1VG•NIA-F1.0214-17
XX US Glazed 6'0"x 6'8" +501-50 0 psf NCTL-I 10-19469-1
Double 314-Lite Max Ntaxhnunt Panel Size:Y 0"x 6'8"
Anchor Details-DIVG-MA-F1.021447
XX 01S Glazed 6'0"x 6Y' +501-50 3.0 psfl NCTL-110-19469-1
Double 314-Lite Max 4.5 psf: Maximum Panel Size:3'0"x 6'8"
7.50 sf' Anchor Details-DWG-MA-FL02!•4-17
XOi()X US Glazed 6'0"x 6'8" X50/-50 0 psf NCTL-110-19469-1
Single cvlSidelite 314-1-ite Max Door %lasinntm Panel Size:Y(r*x 6.8"isidel te:3'0"x 6'R"
Full-Lite Max S'L Anchor Dc1AiL,-DWG-NIA-FL02I4-17
XO.'OX 011.3 Glazed 6'0"x 6'8- +501-50 3.0 psP NCTL-110-19469.1
Single w.-Sidelite 314-LitcMax Door 4.5 psf' MaxinmmPaul Size:3'0"x68":Sideht:3'0"x6'3"
Full-Lite Max SIL 7.50psf' .AnchorDetails-DWG-MA-FL0214-17
OXO US Glazed 9'0"x 6'8" +50.'-50 0 psf NMA 10-19.169-1
SinglewSidelitos Y4-Lite Max Door \IasinwmPanclSizc:3'0"x68":Sidelitc:3.0"x(18"
Full-Lite Max S.'L Anchor DMails-DkVG•MATU)1_l4-t7
OXO O/S Glazed 9'0"x 6'8" +501-50 3.0 p%P NCTL-U0-19469-1
$Ingle txi5idelitcs 3.x4-Lite Max Door .4.5 psf' Maximum "Panel Size:3'0x ti 8"1Sidclhc:3'0"x 6'8"
Full-Lite Max SIL 7.50psf' Anchor DetaiN-DWG4MA-FL02[4-17
t77tXO I:S Glazed 12'4"x 6'8" +501-50 0 psf NCTL-110-19469-1
Doubleu%Sidelites 14-Lite Max Door MacinwmPanel Size-*3.0"x6'8":Sidclite:-3.0"x6'8"
Full-Lite Max S)t, I Anchor Details•DWG-NIA-FL0214-17
OXXO 0;S Giazcd 12'4"x 6'8" +501-50 3.0 psfl NC-TL-1 10-19469-1
Double u:'SidclitCs 34-Lite Max Door 4.5 psf' Maximum Panel Size:3'0"x 68 ;Sidclite:TO"x 68'•
Full-Lite Max SIL 7.50 psf'
Anchor i3ctaitx-DFVG-NiA-Ft0214-i7
1•trcnnlc.Ifumper(hna+ink Thm.hnld 2-Aenates 1.tiertx+i)nLvwin;;'rbreshold J-kn-Ilam Annsin}lThnsiwh!
National Accreditation&Management Institute,Inc.14794 George lVashington.1-letnorial Highway/Hayes,VA 23072
'I"et:(804)684-5124/Fas:(804)681-5122
]RAMI AUTHORIZED SIGNATURE: �j/
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HARDWARE SCHEDULE
1. WI
KKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND I
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
ATTACHMENT DETAIL 1.25i• F 2.14' X 4" FULL MORTISE BUTT HINGES.
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, —�2�5 1'X1/2•CORRUGATED ®toxz•WOOD SCREW I
SIGNED AND SEALED BY ROBERTO LOMAS, PE sHIM 3"MMM EACH END s FROM EACH END 1 v
(FLORIDA #62514) WITH THE LOWEST (LEAST) AND 7•oc AND 12"OC 1 z
FASTENER RATING FROM THE DIFFERENT FASTENERS T�F—A—L
I Y; 1 $0,
BEING CONSIDERED FOR USE. JAMB, HEAD, AND Actm�C
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE uTEx
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICALTYPICAL MASONRY aCRy�Ic
ANCHOR INSTALLATION CAULK
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LATEX
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". CAULK CL + r
WOOD SCREW EDGE DISTANCE MIN 3/4". I
COMBINATION WOOD COMBINATION WOOD
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM t.so' �111AAX
MULLION (BOXED) MULLION (BOXED)
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN0.25 (3 ®10X2-1 2 O
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE HIMOa0 SCREWS
MINIMUM EMBEDMENT OF 1-1/4". EACH ENDxy �l�w�cL— —5/26/17
3 WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ® CmA 1w 001301 a�_ soxc N.T.S.
TRANSFER LOADS TO STRUCTURE. Rerr HT opo W: SIN
D le
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS.
TYPICAL WOOD BUCK
ANCHOR INSTALLATION DWV- -F
INTEGRAL WOOD Ds�c-xn-Ftoxl�n
MULLION (CHS) sx¢t 3 CF 3
11 I I MASONITE ras'MAX.OVERALLFru)a RDn+ B q o
21 MAX 36.375'MAX. 21'MAX
314-LITE WOOD-EDGE STEEL DOOR UNIT D.E.o. 37.5 MMAX.
W/AST -� 0A.0, }'-FRAME WIDTH a r
V-S"DOUSLE DOOR WITH t WITHOUT SIDELITES I
fi N
O
GENERAL0T�'S
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO 2 Q U
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REOUIREMENTS AS DETERFNNED BY ASCE 7.MINIMUM ! U
DESIGN LOACS FOR BUILDINGS AND OTHER STRUCTURES u2
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. n Lj MI_
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE(HUHZ). _i •+ 1 1"•1n
HURRICANE PROTECTNE SYSTEM(SHUTTERS)1S REQUIRED. •' o n Qi t,.}
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION,
HURRICANE PROTECTIVE SYSTEM(SHUTTERS)5 REQUIRED. i z
4. POLYURETHANE CORE FUME SPREAD INDEX OF 50
AND SMOKE DE1rET.OPE4 tMEX OF 60 PER ASTM E84.
a
S. PLASTICS TESTING: t�
TEST DES1:rN DES1CNAlIpN LDE FRAME '
I SELF IGMTION TEMP ASTM 01920 842'F II~i'
RATE OF BURNING ASTId D635 1.28 iN uDi
SMOKE pENSITY ASTM D2843 7p.2S ¢g
iTENSiLE STRENGTH' ASTM 0538 1.BX OiFF
0 Ll
•COMPARATIVE TENSILE STRENGTH AFTER WEATHERING w7 kG�i
4500 HOURS XENON ARC METHOD I1 •• M
a
t-)OUBLE ODOR UNIT W/SIDELITES
A du ID"
RtMnsedgpti7_ / _
DRSL 0
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0
w
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•1313 13® 1313 1313 130 1313 130 ®13
.5l,N e6E ODO$•.UN)T SWGLE DOOR UNIT SINGLE DOOR SINl7_1$ID,E1AES WIIRI F f)COR UNIT Wy SIDELAES
•$IN¢},E_DOOR LAND' DOUBLE ODOR UNR - p
WITH SfmlTE YIIIH S16EL1TE Z
WHERE WATER INFILTRATION PERFORIOANCE IS DATD 5/26/17
DESIGN PRESSURE RATING REQUIRED TO BE 159 OF DE51GN PRESSURE A��
TABLE OF CONTENTS ON MAX WIDTH N I Sii1NG WHO
8UM ER 0 S - D 5 NIGH OAM / do 7 sc N.T.S.
SHEET DESCRIPTION X 37. +0. -50.0 + .0 - .O A +20. -D.0 +}0.0 -30. + -5n. Us0.er; SINS
1 TYPICAL ELEVATIONS$GENERAL NOTES XX 74 +50,0 -50.0 +50.0 -50.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 -
PNCHOR4NG 1.QC471 NS$DETAILS OX o XO 75 +50.0 -50.0 + .0 -50.0 N A +20. -2" +,50.0
3.0 - +50.0 - ••T`
,ANCHORING
'RUNS DETAI 5 OXO 11 +520 .0 +50. -50.0 N A +20.0 -20. +30.0 _30.0 +50. -W.0 SRT BACTlfA20R oxA•e+c no.:
144 +0. -54.0 t50. .0 N A +20.0 -2D.0 1+38.
a f--m.0 +50. -50.0 FLORIDA P.E. DWO-W-H0714-17
$56553
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r1lernasPaMriornasoe.com
Test Report., N/A
Product. Double Door With and Without sidelites 12'x6'8"(wood frame)
Scope:
This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to
the product described herein.These calculations comply with requirements of the Florida Building Code.
Anchor capacity in shear condition:
Solid members w/&w/out gap:
a. With threads present in shear plow
Fastener type:#10 wood screw (NDS 2012,Tk12)
Nominal diameter: D; 0.190 in Gap: 9: 0.0000 in
Root diameter. Dr: 0.152 in Moment arm: 0.0000 in
Minimum required penetration: p; 1.140 in Screw bending yield strength: Fyb= 80,000 psi
Side member:Douglas Fir-Larch(6=0.50) Main member:Spruce-Pine-Fir(6=0.42)
Side member thickness: f'= 1.000 in Main member thickness: t.z 1.500 in
Side member dowel bearing strength: F.= 4,650 pet Main member dowel bearing strength-. F-= 3,350 psi
Side member dowel bearing length: I'= 1.000 in Main member dowel bearing length: 1�= 1.140 in
Mode L Mode 1, Mode 171 Mode III, Mode III, Mode IV
qrn= 636.5 lbs/m qs= 884(bl./in A: 0D007 A; 0.00096 A-, 0.00107 Az 0.0014
P= 725.61 lbs pr 884 lbs B: 1.07 B: 0.57 B: 0.5 8; 0.000
Yoz 2,400 KD z 2A00 C* -427.67 0 -253.62 C-. -267.7 C. -93.6
Z.z 302 lbs Z,= 368 lbs P= 331 lbs MS= 46.8 in-lbs Mm= 46.8 in-lbs
KO= 2.400 P= 297 lbs P= 319 lbs P= 263 lbs
Min.Design value. Z-- 110 lbs Z. 138 lbs 4= 2.400 Yo= 2,400 Kt,= 2.400
Duration Factor: CDZ 1.6 Z. 124 lbs Zz 133 lbs Z= 110 lbs
Allowable Design Value(ZCD); Zl= 175 lbs/anchor
solid members wl&w/aut gap;
a.With threads present in shear plane
Fastener type:#10 wood screw (NDS 2012,TR12)
Nominal diameter; D*. 0.190 in Cap: g; 0.0000 in
Root diameter: bm 0.152 in Moment arm: OX)OW in
Minimum required penetration: p: 1.140 in Screw bending yield strength: Fb= 80,000 psi
Side member:Douglas Fir-Larch(G=0.50) Main member:Steel strop/clip
Side member thickness: t,= 1.000 in Main member thickness; t.= 0.048 in
Side member dowel bearing strength: FQ= 4,650 psi Main member dowel bearing strength: F-= 61,850 psi
Side member dowel bearing length: I.= 1.000 in Main member dowel bearing length: I.= 1.140 in
Mode T- Mode 1, Modell Mode III„ Mode 111, Mode IV
q.= 11752 lbs/inqs z 884 lbs/in A: 0.0003 A; 0.00059 A: 0D0033 A-. O0006
P= 13397 Ibs Pt 884 lbs 8: 1.07 8: 0.57 B.. Ob 01 0.000
Kbz 2.400 KD= 2,400 0 -4038.9 0 -3864.9 C: -267.7 C-- -93,6
Z.= 5582 lbs Z.= 368 lbs P= 2287 lbs Msz 46.8 in-lbs Mm= 46.8 in-lbs
Ki,,z 2.400 P= 2126 lbs P= 420 lbs P z 392 lbs
Min.Design value: Z2 163 lbs Z= 953 lbs KD' 2,400 KD= 2AI00 4= 2.400
Duration Factor: C'= 1.6 Z= 886 lbs Z= 175 lbs Z= 163 lbs
Allowable Design Value(ZCD)t Z1. 262 lbs/orchor
Fastener type: 1/4"ITW Topcom N.O.A.16-1222.06
Substrate:Hollow block Minimum embedment: 1.25 in
Edge distance. 4.00 in Tabulated shear design value-. Z= 202 lbs
Edge distance: 2.00 In Tabulated shear design value; Z= 161 lbs
Actual edge distance: 2.50 in Reduction factor: 0.85
spacing; 4.00 in Tabulated shear design value; Z= 202 lbs /Z
Spacing: 2.00 in Tabulated shear design value. Z= 164 lbs NN *O'k �el
Actual spacing: 3.00 in Reduction factor: 091 EIViOe
Allowable Design Value(zf*,): Z"= 155 lbs/anchor
Minimum anchor capacity: 155 lbs/anchor4OP"wi
'(-
Nota:Anchors with the feast capacity Is used for calculations to quality anchors with higher capacity. - AT Y O
T OF
0 N A L
//i/11111110
Luis R. Lomas P.E.
FL No.:62514
1 of 3 5/2/2017
ri l om assai rlomasoe.co m
anchor calculationm minimum required anchors
36.38 36.38 Design pressure: 60.0 psf
, , t Area Load Ind. Max. Anchor
Zone O.C. Cap. Land Result
A2Y YA2 79.25 (W) (lbs) (in) (in) (lbs) Qty (lbs)
At 2.3 138 NIA NIA 155 1 138 OK
A2 7.7 463 6.00 21.00 155 1 5 93 OK
72.75 A3 7.7 463 N/A NIA 155 3 154 OK
37.50 36.38 36.38 37.50 Design pressure: 60.0 psf
Area Load Ind. Max. Anchor
Al A4 A4 Al Zone O.C. Cap. Load Result
Y Y Y 1 Y (fe) (lbs) (in) (in) Qbs) Qty (lbs)
Aly 79.25 AI 2.4 146 N/A N/A 155 1 146 OK
At A4 A4 Al AZ 7.9 473 6,40 21.00 155 5 95 OK
L ,L A3 7.8 468 N/A N/A 155 4 117 OK
147.75 A4 2.3 138 NIA N/A 155 1 138 OK
A5 7.7 1 463 1 N/A I N/A 1 155 3 1 1544 1 OK
Anchor Locations:
Double door
35.38 38,38
5.00 T'P. 5.00 TYP. 18.19 T'P.
3.00 TYP.
6.00
13.4
MAX.C.C.
79.25
��4 Jas, . . . a4,Ivq
8.40 *4- TAT
�6� r*r
4F
0NAL`E
t###t
Luis R. Lomas P.E.
FL.No.:62514,
2 of 3 5/2/2017
r1lomasL31domasoe.com
' Double door with sidelites
37.50 36.38 36.38 37.50
1 p.75 TYP.
6.00 TYP. fi00 TYP. 7fi19TYP,
3.00 TYP.
6.00
Ia45
MAX.0.0.
L
79.25
L
6.00
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH
112"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16"TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE#10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
4.ALL FASTENERS TO BE CORROSION RESISTANT.
5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
SPECIFIC GRAVITY OF G=0.42
B. LE COMPRESSIVE T92,000 PSI.
C.MASONRYOLOW FILLD BLOCK ASTM00H m 2,O 00 PSI MINIMUM. N Si'�tp�i
�
D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KS1 OR ALUMINUM 6063-T5 FU=30KS1
.052"THICK MINIMUM 4- TAT
G 5�6.ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THEC��DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. L�1a 0 F ;I
0 N A L;,i\\\
f ■ •
I/MuI110
Luis R. Lomas P.E.
FL No.:62514
3 of 3 5/2/2017