HomeMy WebLinkAboutProduct Approval VALUE series IIIEP,t7DAUG 7.06
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Value Series Short Traditional Panel with Prairie 510 Window Design shown in White
Common Door Widths W1** W2 W3 W4 W5 W6 j W7 W8
E, 8,9'WideDoor S +1sS1as FS* SFT �FTWS ®FT �FTW �FTW
' {, +13/-15 PSF +20/-21 PSF W$ +30/-32 PSF W S +421-48 PSF +461-50 PSF
i PSF +251-32 PSF ---__. i +381-42 PSF
f FTWS ®FT
M " 10',12'Wide Door; S +15.5-n FS F T * i * �F T W
1.. 4 +125/-14PSF ! +201-21 PSF W S +30/-30 or+281-30.5 W S
�1 t, PSF , +241-2A5PSF or+32/-32PSF k +371-41 PSF +42/-48 SF
° i� S ®FT - - - -
®FTWS* ? SFT
16 Wide Door �F T W
1 ' +125/-14 PSF +1 PSF 17 +201 211 PSF WS* +301-30 or+28/-30.5 ( W S* +q2/-48 PSF
j +24/-24.5 PSF; or /-32 PSF ! +37/-41 PSF
! S �ELECTW3F S* �FT ®F T
18'Wide Door
tl +75/-14 PSF I - +20/-21 PSF W.S* SELECT W6
2S*
- ! I I +251-25 PSF +37/-37 PSF
4 8',9'Wide Door S SELECT SEL ®F S 76 7�P t F S*
+13/-15 PSF +25/-32 PSF 1 (SRF`S { F S* +381-42 PSF
f i +30/-32 PSF +32/-37 PSF
76
a ! FS
' 10',12'Wide Door i, S SELECT W5 SELECT W5 SELECT W5 �FT* } F$* t
- +1251-14PSF - S ' 13 IFS PSF
+30/-0 PSF ! 'ti?2/-37 PSF
G flt 16'Wide Door {' S SELECT W5 SELECT W5 SELECT W5 ' F S* t ®F S* i F S*
i4 +125/-14PSF ; +37/-41 PSF
+30 130 PSF { +32/-37 PSF ;
18'Wide Door S I
+125/-14 PSF
S Standard Windows Available W Impact Windows Available D Dade County Approved
ED Impact Rated F Florida Approved T Texas Department of Insurance Approved
For W6-W8 doors over 9'wide,add 2"to the door opening.
'Long window availability is limited due to reinforcement requirements.
For W1,Model T50 is used.Model T50 is a tongue-and-groove 1-layer door.
18
NOTICE OF PRODUCT CERTIFICATION
GER7lFjC
c`4 �0' , eRF'°�oyQ` Company: Masonite-International Corporation Certification No.: NI006221.01
1955 Powis Road Certification Date: 09/23/2005
� West Chicago, IL 60185 Expiration Date: 12/31/2020
N�11Y1 Revision Date: 11/21/2014
Product: Fiberglass Flush Glazed Inswing or Outswing Door w/and w/o Non-Impact Rated Sidelites
�rFtlFtiSIPS .
cF9jl�reopraoo� (w/Wood Frame unless noted)
Specification: TAS 202
The"Notice of Product Certification"is only valid if the NAMI 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
NAMI's Certified Product Listing at vpwvv.iNaenicertitieatioat.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Structural Water Missile Test Report Number
Configuration or or Maximum Design Test Impact Drawing Number&
Outswing Opaque Size Pressure Pressure Rated Comments
X I/S Glazed 3'0"x 678" +50.5/-55.0 0.0 psf No CTLA-945W
Single Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0140-05
X O/S Glazed 3'0"x 6'8" +55/-55 2.86 psf No CTLA-945W
Single 8.25 psf* Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0140-05
XX I/S Glazed 6'0"x 6'8" +50.5/-55.0 0.0 psf No CTLA-945W
Double Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0140-05
--- -----XX---_ O/S Glazed-- --6'0'—'x 6'-8" +55/55------9.86 psf---- — - -No----- --
Double 8,25 psf* Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0140-05
XO/OX I/S Glazed Door 6'0"x 6'8" +50.5/-55.0 0.0 psf Door-No CTLA-945W
Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0140-05
XO/OX O/S Glazed Door 6'0"x 6'8" +55/-55 2.86 psf Door-No CTLA-945W
Single w/Sidelites Glazed Sidelite 8.25 psf' Sidelite-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0140-05
OXO I/S Glazed Door 9'0'"x 6'8" +50.5/-55.0 0.0 psf Door-No CTLA-945W
Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0140-05
OXO O/S Glazed Door TO,!x 6'8" +55/-55 2.86 psf Door-No CTLA-945W
Single w/Sidelites Glazed Sidelites 8.25 pst' Sidelites-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0140-05
OXXO I/S Glazed Doors 12'6"x 6'8" +50.5/-55.0 0.0 psf Doors-No CTLA-945W
Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0140-05
OXXO O/S Glazed Doors 12'6"x 6'8" +55/-55 2.86 psf Doors-No CTLA-945W
Double w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0140-05
*Denotes High Dam Threshold Design
National Accreditation & Management Institute,Inc./4794 George Washington Memorial highway/Mayes,VA 23072
Tel: (804)684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE:
-- -
ar�--
Luis R. Lomas P.E.
233 wmain sr Manufacturer:Masonite
Danville,VA 24541 Report#:5028
434-688-0609 Date:05/21/2015
I
rllomas(a Irlomaspe.com
Product: Double Doorwith sidelites 12'x6'8"
Scope: r�'+
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.
Drawings verification:
This analysis verifies anchoring for the following drawings:
DWG-MA-FL0120-05 DWG-MA-FLO132-05 DWG-MA-FLO147-06 DWG-MA-FLO162-07
DWG-MA-FLO122-05 DWG-MA-FLO134-05 DWG-MA-FLO151-06 DWG-MA-FLO168-07
DWG-MA-FLO124-05 DWG-MA-FLO140-05 DWG-MA-FLO153-06 DWG-MA-FLO170-07
DWG-MA-FLO126-05 DWG-MA-FLO142-05 DWG-MA-FLO155-06 DWG-MA-FLO172-07
DWG-MA-FLO128-05 DWG-MA-FLO143-05 DWG-MA-FLO156-06 DWG-MA-FLO174-07
DWG-MA-FL0130-05 DWG-MA-FLO146-06 DWG-MA-FLO160-07 DWG-MA-FLO175-07
Anchors to be qualified:
1.#10 Wood screw,for installation in wood frame substrates. I �
2.1/4"Tapcon,for masonry installation
Anchor capacity in shear condition:
Solid members w/&w/out gap:
Fastener type:#10 wood screw (ND52012,TR12) Gap: g: 0.0000 in
Root diameter: or: 0.152 in Moment arm: 0.0000 in '
Minimum required penetration: p: 1.140 in Screw bending yield strength: F,.y= 80,000 psi ML€,
Side member:Douglas Fir-Larch Main member:Spruce-Pine-Fir f(
Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in
Side member dowel bearing strength: F„= 4,650 psi Main member dowel bearing strength: F,,,= 3,350 psi
Side member dowel bearing length: I,= 1.000 in Mpin member dowel bearing length: 1m= 1.140 in ,4
ModeI. Mode I, Mode II Mode III„ Mode III, Mode IV i
qm= 509.2 lbs/in qs= 707 lbs/in A: 0.0008 A: 0.00120 A: 0.00134 A: 0.001689
P= 580.5 lbs P= 707 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000 ['
Ko= 2.200 Ko= 2.200 C: -342.139 C: -212.263 C: -223.524 C: -93.6 6
Zm 264 lbs Z,= 321 lbs, P= 265 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
Ko= 2.2 P= 246 lbs P= 263 lbs P= 235 lbs
Min.Design value: Z= 107 lbs Z= 120 lbs Ko= 2.2 Ko= 2.2 Ko= 2.2 ''
Duration Factor: Co= 1.6 Z= 112 lbs Z= 11916. Z= 107 lbs
Allowable Design Value(ZCo): Z'= 171 lbs/anchor +
i
Fastener type:1/4"ITW Tapcon I N.O.A.12-0816.06 �
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: 7-= 161 lbs
Actual edge distance: 2.50 in Reduction factor: 0.85
Spacing: 4.00 in Tabulated shear design value: Z= 202 lbs
Spacing: 2.00 in Tabulated shear design value: Z= 166 lbs
Actual spacing: 3.00 in Reduction factor: 0.91
Allowable (Z Value Design f
9 atd: Z"= 156 lbs/anchor
Minimum anchor capacity: 156 lbs/anchor
Note:Anchors with the least capacity Is used for calculations to quality anchors with hlgherlcapacity.
Anchor calculations,minimum required anchors
36.38 36.38 Design pressure: 60.0 psf
Al
`Al Area Load Max. Anchor
Zone 2 ` Ind.(in) O.C. Cap. Load Result _,I
--YAa (ft) (lbsl)79.25 (in) (lbs) Qty (lbs)
\i Al A, 2.3 138 N/A N/A 156 1 138 OK
t
;- AZ 7.7 463 6.00 21.00 156 5 93 OK !�
72.75 A3 7.7 463 N/A N/A 156 3 154 OK ,
I Design pressure: 60.0 psf
37.50 36.38 36.38 37.50Max. Anchor
1 I_ Zone (ft) Load' Ind.(in) O.C. Cap. Load Result
Al Y_ \Y_ Y (ft) ilbsI Qty
/ (in) (lbs) (lbs)
A, 2.4 146 N/A N/A 156 1 146 OK
�� j 1 79.25 Az 7.9 473 6.00 21.00 156 5 95 OK
Al A4 A4 i At _ A3 7.8 468 N/A N/A 156 4 117 OK '(
A4 2.3 138 N/A N/A 156 1 138 OK
147.75 As 7.7 463 N/A N/A 156 3 154 OK
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Luis R.Lomas P.E.
FL No.:62514 f(
1 of 3 5/28/2015 1
Luis R. Lo►nas P.E.
233WMain St Manufacturer: Masonite '
Danville,VA 24541 Report#: 5026
434-688-0609 Date: 05/21/2015
rllomas(a)lrlomaspe.com
Anchor Locations: Double door with sidelites
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Note:
Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure .0
indicated herein. °
TATE OF ;►cc�
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• Luis R.Lomas P.E. E
FL No.:62514 j
2 of 3 5/28/2015
i
Luis R. Lomas P.E.
233 W Main St Manufacturer: Masonite
Danville,VA 24541 Report#: 5026
434-688-0609 Date: 05/21/2015
rllomas aafrlomaspe.com
Anchor Locations: Double door
36.38 36.38
6.00 TYP.—i 6.00 TYP.--I� I— —18.19 TYP.
—J
3.00 TYP.
6.00
FJ
13.45
MAX.O.C.
I n
79.25
I
I
I i
I
I
I
I
6.00 4�
i
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Note:Note:
Anchor locations indicated in this document are the minimum required)for the described product exposed at the design pressure
indicated herein.
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Luis R.Lomas P.E. f
FL No.:62514
3 of 3 5/28/2015
I ,
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149'MAX. OVERALL FRAME IiiDTHcc
r o 0
SIDE-HINGED FIBERGLASS DOOR UNIT 21" MAX 36.375" MAX. U
--D.L .O.- -PANEL WIDTH 37.5"" MAX. Q O
6'-8"GLAZED DOUBLE DOOR WITH I WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH 0 J
ti
GENERAL NOTES Z a O
1. EVALUATcD FOR USE IN LOCATIONS ADHERING TO cr_
THE FLORIDA BUILDING CODE AND WHERE PRESSURE LLI O
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z Q-U
UESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. IL U
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), o ~ Ln
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. co O
3. WHEN INSTALLED IN TI4E WIND-BORNE DEBRIS REGION. X c ~W
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). _ p = Q
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON z
PANELS WITH IMPACT GLASS, BUT IS RECUIRED ON PANELS Q Q =
WITH NON-IMPACT GLASS. Ip
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 0 w
AND SMOKE DEVELOPED INDEX OF 60 PER ASTS1 E84. `� a
POLYSTYRENE CORE FLAME SPREAD INDEX OF 15
AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84.
5. PLASTICS TESTING OF FIBERGLASS FACING: o c
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP ASTA1 01929 752 'F > 650 'F a'
Qm
RATE Or BURNING ASTM 0635 0.56 IN
pg
a u��
SMOKE DENSITY ASTM D2843 53.47
TENSILE STRENGTH' ASTM D638 3.2% DIFF LLLL
tr
6. PLASTICS TESTING OF LITE FRAME MATERIAL: oo
TEST DESCRIPTION DESIGNATION RESULT pOU$LE DOOR UNIT VJ/SIDELITES ma
SELF IGNITION TEMP AS 01929 740 'F > 65D'F
rTIN,,L,
E OF BURNING ASTM 0635 0.77 IN MIN 'I ir6niom N N vl v1
OE DENSITY ASTM 02843 13.47 3 m
STRCNGTH• ASTM D638 -7.507 DIFF
Ce�MI10: NraoL o _iLr �`�`"�'
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING - Dal
n 1. q/ o
4500 HOURS XENON ARC METHOD 1
00
w
7. IMPACT GLAZING LAMINATE MIAMI OADE OCCO NOA 09-0127.13. V �Q
gQp00 1
J 7 N W O
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SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGI.F DOOR UNIT SINGLE DOOR U141T IYZSiDELITES DOURLF DOOR UNIT VjZ5jL)EUTES
WITH SIDED TE WITH SIDELITE o v m<Z
WHERE WATER INFILTRATION PERFORMANCE IS DATE. 1/5/07
TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN PRESSURE
SHEET �( DESCRIPTION CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING• r r scnL6: N.T.S.
% 1 37.5 +52.0 -52.0 +55.0 -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 Y+ DWG.ffV: SINS
1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +52.0 -52.0 +55.0 -55.0 -Ft9.0 -19.0 140.0 -40.0 +55.0 -55.0
2 ANCHORING LOCATIONS & DETAILS OX or XO 75 152.0 -52.0 +55.0 -55.0 +19.0 -19.0 +a0.0 -40.0 +55.0 -55.0 CHK.BY:
3 ANCHORING LOCATIONS & DETAILS OXO 712..5 +52.0 -52.0 +55.0 -55.0 +19.0 -19.0_ +40.0 -40.0 +55.0 -55.0 KURT BAL7HAZOR CRAWANG NO.:
OXXO 749 +52.0 -52.0 +55.0 -55.0 +79.0 -19.0 +40.0 -40.0 +55.0 -55.0 FLORIDA P.E.
• High Dam Threshold Design 955533 OWG-MA-FLO162-07
SHEEF 1 OF 3
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6"
3"
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6" 6..
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3' '1 3. 3" 3.. 3.. 6--j f. 6^ 0
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6" SEE DETAIL 6" N
Add dLmtof7A1A 3 3 3 3}
..F. vl;n to vl 03
Cx�er�oRMD: rJ(GoG�oD-,', 7 ��;
REvisvxd oz
#8 x 2-1/2" D??:P.sw o7on/7• a wcn �
® ASTRAGAL RETAINER BOLT HOLE 5 0 In
MUST BE DRILLED THROUGH av",❑ o
#8 x 2-1/2"
#10 x 2" THE THRESHOLD & INTO THE =ww
¢u
ui
DETAIL "E" ASTRAGAL STRUCTURE DEEP ENOUGH
#1 O x 5/8" _ FOR A 1.375" THROW a _
#8 x 2-1/2" #10 x 3/4" ATTACH ASTRAGAL RETAINER BOLT F ^o
I • STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL
#10 x 5/8" AS SHOWN.
#10 x 3/4" -4
0.124'ANNEALED DECORATIVE INSERT N O
#10 x 2" 0.090'SAFLEx IDC (ovnONAL) DOW a32� C'
FRAME / DOOR 0.124"ANNEALED—► .0124•TEMP.
gs x 1-1/2'Pns
DETAIL "D" DETAIL "C" o cpm a z
TYPICAL
1 Dow 832 DOW BS2 DA1C 1�S�O7
1 P
�/Q'T�t��"-=��•—�- 0.962"` .•.. , /' .'-�•1• scA<<. N.T.S.
1.375"_c1�� 1.75^E;�Jjl.047" :,'�.:�•:i. cov.'e.2 � '` DWG.BY. SWS
T T T F�m:¢lO Fx1Fq_IDB - INTFRIOR CHK.BY.
TYPICAL GLAZING DETAIL TYPICAL GI AZING DETAIL DRAWING No-
INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRFSHOI.D IMPACT RATED GLASS NON—IMPACT GLASS DWG-MA-FLO162-07
SHEET 2 OF 3
SEE DETAIL6" — —6"
CL00
Ln
"E" SHT. 2 — 3^ 3" — _ 3 cc —
6" � ` 3"—I I-1 l - T 3{ UO C)O
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"C" SHT. 2 ,y — — 9
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A A G LnG N 6 g
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3, 6- _ 3,.
SEE DETAIL 6` — — 6" �I e o a
"F" SHT. 2 6• o
X.
ATTACHMENT DETAIL rnNN
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, _ v2 to v�vi m
SIGNED AND SEALED BY LUIS R. LOMAS, PE r N
(FLORIDA #62514) WITH THE LOWEST (LEAST) o 0 z
FASTENER RATING FROM THE DIFFERENT FASTENERS v w'a
BEING CONSIDERED FOR USE. JAMB, HEAD, AND 5m-jm
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE C w a
#10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL z
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR °�Nw O
LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8". HARDWARE LE E SCHEDUU 0 o >
r�Z0- c
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o s o
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED �a
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG AT 5-1/2" CENTERLINE. oo�,
CORRUGATED FASTENERS LOCATED 3" FROM EACH END 2. 4" X 4" FULL MORTISE BUTT HINGES. ^a N m a
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM
12" O.C.
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" 1.25" oomao
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN _0.25"
MIN
° =- 1 —0.25" Z
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE 'MAX MAX " "m WA
MINIMUM EMBEDMENT OF 1-1/4". I J Dare: 7/5/07
Ceforalhb: NicoG4a4-7Zi srue:
CL I— CL— I— R2vierej ,:. N.T.S.
4. W000 BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO 9Y: Svvs
TRANSFER LOADS TO STRUCTURE. _
CCK.6Y:
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. DRAWNG NO:
TYPICAL WOOD BUCK TYPICAL MASONRY
DWG-MA-FL0162-07
ANCHOR INSTALLATION ANCHOR INSTALLATION
sNEer 3 OF 3
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Masonite 2-Panel Insulating ;� s
Core Blinds Between The Glass $339.0
Half Lite Right-Hand Outswing
Primed Fiberglass Prehung
� �
Entry Door (Common: 32-in x Common Size (W x H)!
80-in; Actual: 33.5-in x 80.375-
I 32-In X 80-In
i n) !----- --- —— --.—_�J
Item#740947 Model#740947 Door Handing
( `( No reviews —�-
! Right-Hand Outswing
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