HomeMy WebLinkAboutProduct Approval - Door _- --- -- ,
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MASONITE -- -- -- 149'MAX. OVERALL FRAME WIDTH - 0 CO
In
21" MAX
375' MA
WOOD-EDGE STEEL DOOR UNIT 36. X, 0 nq Lo
PANEL WIDTH 37.5" MAX. `+ 4 O
6'-8"DOUBLE DOOR WITH!WITHOUT SIDELITES I FRAME WIDTH map � � ��
W/ASTRAGAL
GEIYESAf...f{47ES _._ -_ 3 q
I. EVALUATED FOR USE IN LOCATIONS ADHERING TO ® ® O Z d U
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
DESIGN LOADS AS DETERMINED BY ASCE 7, MINIMUM V
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, O
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. � _ �
2. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION Z'Z' Qy
OR THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE �
PANELS, OUT IS REQUIRED ON SIDEUTES. j ^•,I o O LLl
Am
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 i.1 O
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. W
a. PLASTICS TESTING:
cr a
TEST DESCRIPTION DESIGNATION LITE FRAME J..l
SELF IGNITION TEMP 1AS7M D7929 740 'F > 850 'F I-I
RATE OF BURNING ASTM 0635 0.77 IN MIN $ r $
SMOKE DENSfIY ASTM 02843 13.4X y
TENSILE STRENGTH' ASTM D638 7.1% RIFF
00
COMPARATIVE TENSILE STRENGTH AFTER WEATHERING �
4500 HOURS XENON ARC METHOD 1 --
DOUBLE DOOR UNIT W/SIDELITES I�
rl IA
uu .00 00 -u u u P E .0 0
�I��pry 1 • • I��1II � t=
W
Vppp _
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SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNJT SINGLE DOOR UNl7 SINGS DOOR UNIT W/SIDELITES _n rB --QQOR UNfi Wi ! $
60
.../ ild-510ELITE WITH SIDEL N
4
WHERE WATER INFIL RATION P RF RMANCE IS `+
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG MAX WIDTH IN WING WING IN N BUMPER O S Z-_SE RIES 0 HIGH AM S T4 0 S H UM
X 7.5 +70.0 -70.0 +70.0 -7 .0 N A +20.0 -2 .0 +30.0 - 0. + 0. -50. + - 0.0 + 0. -50.0
XX 74 + .0 -55.0 +55.0 -55.0 N A +20.0 - .0 +3 .0 -30.0 + - .0A m a Z
X or XO 5 +5 .0 -5 .0 + 5,0 -55.0 N A +2 .0 -20.0 +30.0 -30.0 + 0,0 - N�AAA�
A_OkOXO 112.5 +55.0 - .0 + 5.0 -5 .0 N A +20.0 -2 .0 +30.0 -30.0 50.0 - .0 N AX14 +55.0 -55.0 +55.0 -55.0 N A +20 -20 +300 -3 ,0 + .0 -50.0 A N A
-
TABLE OF CONTENTS
AdTerdmrot94A owc BY, SWS
SHEET (!� DESCRIPTION CnlTc/onNo.:
IbIlwdQr KURT BALTHAZOR DRAWING NO.
t NC TYPICAL ELEVATION & EN RAL NOTES FLORIDA P.E. DWG-MA_tZOZIt-1:
2 ANCHORING LOCATIONS) DETALS -- #56533
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6" 3.
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SEE DETAIL 6" #8 x 2" 3
ASTRAGAL RETAINER BOLT HOLE
10 x 5 8 MUST BE DRILLED THROUGH
#8 x 2" " THE THRESHOLD & INTO THE o
STRUCTURE DEEP ENOUGH N
#10 x 5/8" FOR A 1.375" THROW w
#8x2' . � u
10 x 2—1 2" #10 x I" DETAIL "E" ASTRAGAL DETA_(L "E" ASTRAGAL c
❑ # / ATTACH ASTRAGAL RETAINER BOLT
#10 x I" STRIKE PLATE TO FRAME o
J/10 x 5/8" AS SHOWN. g n
DETAIL "D„ DETAIL "C"
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dendum
1 1 V. fI�U11_�_ DATE-- 5126177
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EXTERIOR , Je�BIOt3 - SCALE: N.T.S.
t.aa2" �-._ �_ � t 7s'• t.oa7" t.a37" FT -
_ TYPICAL GLAZING DETAIL °"° B`` SWS
T
I T NON—IMPACT_C.LA-SS ""°Yo
Z—SERIES 01S THRESHOLD NIGH DAM 0 oRAWM NO,
'S THRESHOLD HP 0/S THRESHOLQ OWG-►A-FLO211-17
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Rwiewed9fNa. HARDWARE SCHEDULE a a
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1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND ,3:In
3:m
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2- CENTERLINE. 02
ATTACHMENT DETAIL 1.25 2. 4" X 4" FULL MORTISE BUTT HINGES. w o
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MIN * r 0.25" N
SIGNED AND SEALED BY ROBERTO LOAAS, PE 1"xI CORRUGATED #IOX2" WOOD SCREW w
3" OM EACH END 6' FROM EACH END L)
(FLORIDA #62514) WITH THE LOWEST (LEAST) fx AND 7" OC AND 12" OC
FASTENER RATING FROM THE DIFFERENT FASTENERS CL�I (� y" 4 i w
BEING CONSIDERED FOR USE. JAMB, HEAD, AND E ; ,� C S
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE cnu
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY AC Ic
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION A A — ^�
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". CL 11
co 10
WOOD SCREW EDGE DISTANCE MIN" 3/4".
COMBINATION WOOD COMBINATION WOOD
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" * MULLION (BOXED) MULLION (BOXED)
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN 0.25"
MAX (3)) �t1OX2-1//2 m1<16 z
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM WObD SCREWS
MINIMUM EMBEDMENT OF 1-1/4". EACH END
—I �—
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CL DATE: 5 26 17• SCALE: N.T.S.
TRANSFER LOADS TO STRUCTURE. MG ffy: SWS
4, MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK • • CHK.aY-.
ANCHOR INSTALLATION D"""''h wo]
INTEGRAL WOOD OWG-MA-FLO211-1;
MULLION (CHS)
- ---------- snEEr 3 ar 3
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514010B
434-688-0609 Date: 10/10/2017
rllomasAIrlomaspe.com
Test Report: N/A
Product. Single door Tx 6'8"(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/6 w/out gap:
a. With threads present in shear plane
Fastener type:#10 wood screw (NDS 2018,TR12)
Nominal diameter: D: 0.190 in Gap: g: 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: Fro= 80,000 psi
Side member: Douglas Fir-Larch(6=0.50) Main member: Spruce-Pine-Fir(6=0.42)
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 Main member dowel bearing length: Im= 1.140 in
Mode I, Mode I, Mode II Mode III, Mode III, Mode IV
qm= 636.5 Ibs/in qs= 884 Ibs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135
P= 725.61 Ibs p= 884 Ibs 8: 1.07 8: 0.57 8: 0.5 8: 0.000
Kt,= 2.400 Kt,= 2.400 C: -427.674 C: -253.623 C: -267.699 C: -93.6
Zm= 302 Ibs Z,= 368 Ibs p= 331 Ibs Ms= 46.8 in-Ibs Mm= 46.8 in-Ibs
Kp= 2.400 P= 297 Ibs P= 319 Ibs P= 263 Ibs
Min.Design value: Z= 110 Ibs Z= 138 Ibs Ko= 2.400 Kp= 2.400 Ko= 2.400
Duration Factor: Cp= 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs
Allowable Design Value(ZCo): Z'= 175 Ibs/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 4.00 163 202
Actual C To C spacing: 3.00 in
Allowable Design Value: Z'.= 155 Ibs/anchor(per interpolation when needed)
Fastener type: #10 Tek screw
Substrate: 18 GA,Steel
Tabulated design value: Z= 1266 Ibs
Safety factor: Fs= 4
Allowable Design Value(ZFS): Z.= 316 Ibs/anchor
Minimum anchor capacity: 155 Ibs/anchor
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
Anchor calculations,minimum required anchors
36.38 Design pressure: 85.0 psf
Area Load Ind. Max. Anchor
ft)
Al Zone Z O.C. Cap. Load Result
� 79.25 ( (Ibs) (in) (in) (Ibs) Q� (Ibs)
Al 2.3 1 195 N/A N/A 155 2 98 OK
A AZ 7.7 1 656 6.00 18.00 155 5 131 OK
`\`��51 P. f L/0�• • •GEN . .L1 i
TAT OF • �;
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Luis R. Lomas P.E.
1 of 3 FL No.: 62514
9/2/2020
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514010B
434-688-0609 Date: 10/10/2017
rIIoma s(d)I rlomaspe.corn
Anchor Locations:
— 36.38
18.19
6.00 TYP. — 6.00 TYP.
l 1
6.00
1
18"
MAX
O.C.
1
79.25
1
6.00
1
1
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TAT OF
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111111
Luis R. Lomas P.E.
FL No.: 62514
2 of 3 9/2/2020
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514010B
434-688-0609 Date: 10/10/2017
rIIornas(d,)Irlomaspe.corn
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"
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 2 112"
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:
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.
9. 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.
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Luis R. Lomas P.E.
FL No.: 62514
3 of 3 9/2/2020
I
NOTICE OF PRODUCT CERTIFICATION
,vv CERTIpc�r
AC[REy Company: Masonite International Corporation Certification No.: N1013747-R2
�, Y• �,� 1955 Powis Road Certification Date: 06/08/2017
'N �y West Chicago, IL 60185 Expiration Date: 06/30/2025
R Revision Date: 07/27/2020
Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites
oFp �"'„ , (w/Wood Frame unless noted)
' r °pno Specification: TAS 201/202/203-94
Impact: Large Missile Impact Rated Non-Impact Glazing: Insulating Glass (Tempered)
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 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 Opaque 3'0"x 6'8" +7000 0.0 psf Yes ATLNC 1001.01-13
Single Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL0211-17
X O/S Opaque 3'0"x 6'8" +7000 3.0 psP Yes ATLNC 1001.01-13/W-1857
Single 4.5 psf' Maximum Panel Size:3'0"x 6'8"
7.50 psf
Anchor Details-DWG-MA-FL0211-17
XX I/S Opaque 6'0"x 6'8" +55/-55 0 psf Yes NCTL-210-2930-1
Double Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL0211-17
XX O/S Opaque 6'0"x 6'8" +55/-55 3.0 psP Yes NCTL-210-2930-1
Double 4.5 psf' Maximum Panel Size:3'0"x 698"
7.50psf' Anchor Details-DWG-MA-171,0211-17
XO/OX I/S Opaque Door 6'0"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-2930-1
Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-171,0211-17
XO/OX O/S Opaque Door 6'0"x 6'8" +55/-55 3.0 psP Door-Yes NCTL-210-2930-1
Single w/Sidelite Glazed Sidelite 4.5 psf' Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
7.50psf' Anchor Details-DWG-MA-FL0211-17
OXO I/S Opaque Door 910"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-2930-1
Single w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FL0211-17
OXO O/S Opaque Door 910"x 6'8" +55/-55 3.0 psP Door-Yes NCTL-210-2930-1
Single w/Sidelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
7.50 psf' AnchorDetails-DWG-MA-FL0211-17
OXXO I/S Opaque Door 12'4"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-2930-1
Double w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FL0211-17
OXXO O/S Opaque Door 12'4"x 6'8" +55/-55 3.0 psP Door-Yes NCTL-210-2930-1
Double w/Sidelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
7.50 psf' Anchor Details-DWG-MA-FL0211-17
1-Denotes Bumper Outswing Threshold 2-Denotes Z-Series Outswing Threshold 3-Hi-Dam Outswing Threshold 4-Pro T4 Threshold 5-HP Outswing Threshold
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE: ��c/