HomeMy WebLinkAboutProduct Approval 1 1
NOTICE OF PRODUCT CERTIFICATION
Company:
c�,y`�4,r��o-.rtyx+;c7r�af�•.y� , x Cora any: Masonite International Corporation Certification No.: N1005930.01
1955 Powis Road Certification Date: 02/17/2005
A.
West Chicago,IL 60185 Expiration Date: 02/28/2021
Revision Date: 02/20/2015
Product: Fiberglass Impact Rated Opaque Inswin or Outswin Door w/and w/aSldelites(w/Wood Frame unless noted)
Specification:TAS 201!202!203-94/ASTM E330
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 www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Design Water Missile Test Report Number
Configuration or or Maximum Pressure Test Impact Drawing Number&
Outswing Opaque Size Pos/Neg Pressure Rated Comments
X t/S Opaque 3'0"x 6'8" +70/-70 2.86 psf Yes NCTL-210-3102-1
Single Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0120-05
X O/S Opaque 3'0"x 6'8" +70/-70 10.5 psf Yes NCTL-210-3102-1
Single Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0120-05
XX US Opaque 6'0"x 6'8" +50.5/-50.5 2.86 psf Yes NCTL-210-3105-1
Double Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0120-05
XX O/S Opaque 6'0"x 61" +55/-50.5 6.0 psf/ Yes NCTL-210-3105-1
Double 8.25 psf* Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FLO120-05
XO/OX US Opaque Door 6'0"x 6'8" +50.5/-50.5 2.86 psf Door-Yes NCTL-210-3105-1
Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0120-05
XO/OX O/S Opaque Door 6'0"x 6'8" +55/-50.5 6.0 psf/ Door-Yes NCTL-210-3105-1
Single w/Sidelites Glazed Sidelite 8.25 psf* Sidelite-Yes Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0120-05
OXO US Opaque Door 910"x 6'8" +50.5/-50.5 2.86 psf Door-Yes NCTL-210-3105-1
Single w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0120-05
OXO 0/S Opaque Door 9'0"x 6'8" +55/-50.5 6.0 psf/ Door-Yes NCTL-210-3105-1
Single w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-Yes Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0120-05
OXXO US Opaque Doors 12'4"x 6'8" +50.5/-50.5 2.86 psf Doors-Yes ,NCTL-210-3105-1
Double w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0120-05
OXXO O/S Opaque Doors 12'4"x 6'8" +55/-50.5 6.0 psf/ Doors-Yes NCTL-210-3105-1
Double wlSidelites Glazed Sidelites 8.25 psf* Sidelites-Yes Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0120-05
':High Dam Threshold ;
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 2307
Tel: (804)684-5124 Fax: (804)684-5122
- — _--__-- _-- .-- NA H-AUTHORIZED-SIGNATURE:- -- - --
I m 149'MAX. OVERALL FRAME WIDTH 00
21" MAX O Q O
O
3MAX. U
SIDE-HINGED FIBERGLASS DOOR UNIT -D•L•D• PANELANEL WIDTH 37.5' Max. ¢ p
6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH 0 Q�
GENERAL NOTES 'Q O
1. EVALUATED FOR USE IN LOCATIONS ADHERING THE FLORIDA AND SSrc
URE
REQUIREMENTS UING ASDDETERMID ED BY ASCEE7. MEIN MUM V
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. U, LO U
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), o
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. �_ ry Z 0)I-
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, °D ^ ca N
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), ~s p
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE p p
PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED s ¢ 0 =
ON PANELS WITH NON-IMPACT GLASS. to
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 rd
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. a
5. PLASTICS TESTING OF FIBERGLASS FACING:
TEST DESCRIPTION DESIGNATION RESULT vz
SELF IGNITION TEMP ASTM 21929 752 'F > 650 'F o4 a o r=
RATE.OF BURNING N.D635 0.56 IN_TIN g
SMOKE DENSITY ASTM D2843 53.4% e w
TENSILE STRENGTHO ASTM D638 3.22 DIFF
6. PLASTICS TESTING OF LTTE FRAME MATERIAL
TEST DESCRIPTION DESIGNATION RESULT C
SELF IGNITION TEMP ASTM 21929 740'F > 650'F o
RATE OF BURNING ASTM 2635 0.77.IN MIN Aoem=toWMI DOUBLE DOOR UNIT W/SIDELITES a
SMOKE DENSITY ASTM D2843 I 1A4%
CerGTie�ionNo.: v1 In rn to rn
TENSILE STRENGTHS ASTM D638 -7.502 DIFFRgylgy�gr N y N N m
+ COMPARATIVE TENSILE STRENGTH AFTER WEATHERING Data '
4500 HOURS XENON ARC METHOD 1 (
O n(7 Z
WF.
U_ J�
4 W
® ® ® ® on ® ® ..® ® ® ® ® ® 130 U W O
ri
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SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT WISIDELITES DOUBLE DOOR UNIT W7SIDELITES i
WITH SIDELITE WITH SIDELfTE w o o m¢z
WHERE WATER INFILTRATION PERFORMANCE IS 4
TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE ./ DAiE: 1 5/07
01NFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING*
1Fi scuE N.T.S.
SHEET # DESCRIPTION X 37.5 +85.0 -85.0 +85.0 -85.0 +19.0 -19.0 +70.0 -70.0 +70.0 -70.0 DWO.IT* SWS
1 TYPICAL ELEVATIONS &"GENERAL'NOTES %X'- 74 E+50.5
.5 -50.5 +55.0 .`-50.5 +19.0. •=19.0_.+40.0 -40.0 +55.0_ -50.5-
2 ANCHORING LOCATIONS & DETAILS OX or XO 75 .5 -52.5 +55.0 5 't40.0 455.0 50.5" CHK.tn:
3 ANCHORING LOCATIONS & DETAILS 0X0 112.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 KURT BALTHAZOR DRAWING NO.:
149 .5 -50.5 +55.0 -50.5 +19.0 -19,0 +40.0 40.0 +55.0 -50.5 ARIDA P.E. DWG-1 FL 163 07
" Hi h Dam
Threshold Design 9 9 56533
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AddedwoNAW #8 x 2-1/2" Z Z
w�
Cerhfea6onNo.: yIn '
Aev extd By. w 1--w n
pat6Aev ASTRAGAL RETAINER BOLT HOLE A:5 o m o u1
MUST BE DRILLED THROUGH a 0 D_0 o 0
#8 x 2-1/2" #10 x 2" ° THE THRESHOLD & INTO THE a wIn
DETAIL "E" ASTRAGo.
STRUCTURE DEEP ENOUGH 1n ri z D_
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#10 x 5/8 FORA 1.375" THROW
ATTACH ASTRAGAL RETAINER BOLT
#8 x 2-1/2" 410 x 3/4" STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL o
O #10 x 5/8" #10 x 3/4' AS SHOWN. r n N mn
o o w
M N m O
0.124'ANNEALED DECORATIVE INSERT N
#10 x 2" 0.090'SAFLE%(NOA 15-1201.11)-� (OPTIONAL) DOW 832t
,0124•TEMP.FRAME / DOOR 0.124'ANNceirn-� • .0124•TEMP. A6%1-1/2'PHS
DETAIL "D" DETAIL "C" z
TYPICAL ,, byon1E 1 5 07
0.962DOW B32 y, • DOW 832
SCALE N.T.S.
1.75" 1047" +yi y oow e32 DWG.BY. SWS1.375" :+ETOEBIOS 1NIEBIOB T T T � 1C{TEBIQ6 CNK.BY:
INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM 0 S THRESHOLD TYPICAL GL4ZING DETAIL TYPICAL GLAZING DETAIL DRAWING N0
. D
IMPACT RATED GLASS NON—IMPACT GLASS DWG-MA-FLO160-07
-SNEET 2 OF 3
SEE DETAIL _,A.
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SEEDETAIL
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ATTACHMENT DETAIL "F° SHL 2 6• �I
D_ D.
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, inmmmm
SIGNED AND SEALED BY LUIS R. LOMAS, PE M A P
(FLORIDA #62514) WITH THE LOWEST (LEAST) A&WumioNAMI
FASTENER RATING FROM THE DIFFERENT FASTENERS o 0
BEING CONSIDERED FOR USE. JAMB, HEAD, AND NevlaxedBy ~ z
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE Data 6 �A
#10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL Lam''`–` a
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR v o m o m
LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8". a. N O Z. i
WOOD SCREW EDGE DISTANCE MIN 3/4". HARDWARE SCHEDULE, �a m tn;o
tn� Za
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND �o�=�
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED ^ ;
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG AT 5-1/2" CENTERLINE.
CORRUGATED FASTENERS LOCATED 3" FROM EACH END 2. 4" X 4" FULL MORTISE BUTT HINGES.
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM
12" O.C.
o s.
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50"T— 1.25"
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN J_ 0.25" MIN I >°. 1. 0.25" Z x
OF 1-1/2" MINIMUM EMBEDMENT, THE TAPCON MUST ACHIEVE PHM �S$lym 0A7E S 07 4
MINIMUM EMBEDMENT OF 1-1/4".
CL,I I_ CL—I I_ S— N.T.S.
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO M.BY. SWS
TRANSFER- LOADS TO STRUCTURE.- - �={.': '
cNK.BY.
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. DRANNO NO.:
TYPICAL WOOD BUCK TYPICAL MASONRY DWG-MA-FL0160-07
ANCHOR INSTALLATION ANCHOR INSTALLATION
SHEET 3 OF 3
,
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514008A
434-688-0609 _ Date: 10/10/2017
rllomas(a)[domasoe.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:
5I lid members w/6 w/out gap:
a.With threads present in shear plane
Fastener type:#10 wood screw (NDS 2012,NDS 2015,TR12)
Nominal diameter: D: 0.190 in 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: Fy,= 80,000 psi
Side member: Douglas Fir-Larch(G=0.50) Main member:Spruce-Pine-Fir(G=0.42)
I
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: Fes„= 3,350 psi
Side member dowel bearing length: 1,= 1.000 in Main member dowel bearing length: 1 Im= 1.140 in
Made I„ Mode I, Made II Mode III„ Mode III, Mode IV
qm= 636.5 lbs/in qs= 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135
P= 725.61 lbs P= 884 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000
Ko= 2.400 Ko= 2,400 C. -427.674 C: -253.623 C: -267.699 C: -93.6
j Zm= 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 Ka= 2.400 Ka= 2.400 Kp= 2.400
Duration Factor: Co= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs
Allowable Design Value(ZCo): Z'= 175 lbs/anchor
Fastener type: 1/4 ITW Topcon Tabulated values
N.O.A.16-1222.06 edge spacing(in)
Substrate:Hollow block distance 2.00 4.00
Minimum embedment: 1.25 in 2.00 130 161
Actual edge distance: 2.50 in 4.00 1 163 202
Actual C To C spacing: 3.00 in
Allowable Design Value: Z"= 155 lbs/anchor(per interpolation when needed)
Fastener type: #10 Tek screw
Substrate: 18 GA,Steel
Tabulated design value: Z= 1266 lbs
Safety factor: Fs= 4
Allowable Design Value(ZFs): Z'= 316 lbs/anchor
Minimum anchor capacity: 155 lbs/anchor
Note:Anchors with the least capacity Is used for calculations to qualify anchors with higher capacity.
Anchor calculations,minimum required anchors
36.38 36.38 Design pressure: 60.0 psf
� Max. Anchor
nfl
Al Area Load Ind.
Zone O.C. Cap. Load Result
(ftz) (lbs) (in) Qty 79.25 (in) (lbs) (lbs)
Al AI 2.3 138 N/A N/A 155 1 138 OK
A2 7.7 463 6.00 21.00 155 5 93 OK
72.75 A3 7.7 463 N/A N/A 155 3 154 OK
37.50 36.38 36.38 37.50 Design pressure: 60.0 psf
Max. Anchor ��. R• /��
Al A4 A4 Al Area Load Ind. �N /
�/ Zone O.C. Cap. Load Result S, J • •
1 I_ Y Y Y (ft2) (lbs) (in) (in) (lbs)
Qty (lbs) � �4`G Aly. •gi1� .e
1(
P3 As A3 79.25 Al 2.4 146 N/A N/A 155 1 146 OK * •'
At A4 A4Al A2 7.9 473 6.00 21.00 155 5 95 OK
A3 7.8 468 N/A N/A 155 4 117 OK . 0'2`5 '-
('`«/
147.75 A4 2.3 138 N/A N/A 155 1 138 OK 'p • TATE OF -•
A5 7.7 463 N/A N/A 155 3 154 OK ! • ••
, 0RID*Q:
Luis R. Lomas P.E.
FL No.: 62514
1 of:4 10/10/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514008A
434-688-0609 Date: 10/10/2017
rllomas(Wrlomasoe.com
Anchor Locations:
Double door
36.38 36.38
6.00 TYP. 6.00 TYP. 18.19 TYP.
3.00 TYP.
6.00
18°
MAX
O.C.
79.25
i
6.00
i
N O . • • . 9i
*• 0 51 •*=
TATE 0 tc,
Luis R. Lomas P.E.
FL No.: 62514
2 ofl4 10/10/2017
I
L. Roberto Lomas-P.E.
Manufacturer: Masonite
14321Noodtord Rd.
Cew/svule,NC 27023 Report#: 514008A
Date: 10/1012017
434-668-0609
rllomas()triomas0e.c0m
Double door with sidelites
37.50 36.38 36.38--- 37.50
i$.75 TYP. .
6.00 TYP. 8.00 TYP. 18.19 TYP.j
1 3.00 NP.
6.00
1�
MAX
O.C.
1 '
79.25
�J
6.00
I
x15
,��ter,•��C EIV
Ott- o x}51 •
TATE 'OF
°•�•. �1 j P.• , /
• M �
/////ilttlI0
Luis R.Lomas P.E.
FL No.: 62514
3 of 10/10/2017
i
L. Roberto;Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023; Report#: 514008A
434-688-0609 Date: 10/10/2017
rllomas(Wrlomasoe.com
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 1/2"
f MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4"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.
f 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:
A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42
B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM.
D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
.052"THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
7.WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
8.1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
6.WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2"UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY,CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL.
10.,WHERE WOOD BUCK THICKNESS IS 1-1/2"OR GREATER,BUCK SHALL BE SECURELY FASTENED TO
- MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE.UNITS MAY BE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
11.WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
I
` t/////
.NNN\JS
40
Nw
TATE 4E <v
LpR10P• N
ZONAL
/llfll111
Luis R. Lomas P.E.
FL No.: 62514
4 of 14 10/10/2017
i