HomeMy WebLinkAboutProduct Approval L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514010
434-688-0609 Date: 05/01/2017
rllomasftrlomaspe.com
Test Report: N/A.
Product: Single door 3'x 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:1i10 wood screw (NDS 2012,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: Fyb= 80,000 psi
Side member: Douglas Fir-Larch(6=0.50) Main member: Spruce-Pine-Fir(6=0.42)
Side member thickness: ts= 1.000 in Main member thickness: %= 1.500 in
Side member dowel bearing strength:. Fps= 4,650 psi Main member dowel bearing strength: F_= 3,350 psi
Side member dowel bearing length: Is= 1.000 in Main member dowel bearing length: Im= 1.140 in
Mode I. Mode Is Mode 11 Mode III, Mode III, Mode IV
qm= 636.5 Ibs/in qs= 884 Ibs/in A: omw A: 0.00096 A: 0:00107 A: 0.0014
P= 725.61 Ibs P= 884 Ibs B: 1.07 B: 0.57 B: 0.5 8: 0.000
KD= 2.400 Ko= 2.400 C: -427.67 C: -253.62 C: -267.7 C: -93.6
Z.= 302 Ibs Zs= 368 Ibs P= 331 Ibs Ms= 46.8 in-Ibs Mm= 46.8 in-Ibs
Ko= 2.400 P= 297 Ibs P= 319 Ibs P= 263 Ibs
1
Min.,Design value: Z= 110 Ibs Z= 138 Ibs Ko= 2.400 Ko= 2.400 KD= 2.400
Duration Factor: Co= 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs
Allowable Design Value(ZCo): Z'= 175 Ibs/anchor
Solid members w/Q w/out gap:
a. With threads present in shear plane.
Fastener type:#10 wood screw (NDS 2012,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: Fyb= 80,000 psi ,y
Side member: Douglas Fir-Larch(6=0.50) Main member: Steel strap/clip ■�p G ��
Side member thickness: ts= 1.000 in Main member thickness: %= 0.048 in V
Side member dowel bearing strength: Fps= 4,650 psi Main member dowel bearing strength: Fs,,,= 61,850 psi
Side member dowel bearing length: Is= 1.000 in Main member dowel bearing length: Im= 1.140 in
Mode I.. Mode Is Mode II Mode III, Mode III, Mode IV
qm= 11752 Ibs/in qs= 884 Ibs/in A: 0.0003 A: 0.00059 A: 0.00033 A: 0.0006
P= 13397 Ibs P= 884 Ibs B: 1.07 B: 0.57 B: 0.5 B: 0.000
Ko= 2.400 KD= 2.400 C: -4038.9 C: -3864.9 C: -267.7 C: .-93.6
Zm 5582 Ibs Zs= 368 Ibs P= 2287 Ibs Ms= 46.8 in-Ibs Mm= 46.9 in-Ibs
Kb= 2.400 P= 2126 Ibs P= 420 Ibs P= 392 Ibs
Min.Design value: Z= 163 Ibs Z= 953 Ibs KD= 2.400 Ko= 2.400 Ko= 2.400
Duration Factor: Co= 1.6 Z= 886 Ibs Z= 175 Ibs Z= 163 Ibs
Allowable Design Value tZCD): Z'= 262 Ibs/anchor
Fastener type: 1/4"ITW Tapcon 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 Ibs
Actual edge distance: 2.50 in Reduction factor: 0.85
Spacing: 4.00 in Tabulated shear design value: Z= 202 Ibs
Spacing: 2.00 in Tabulated shear design value: Z= 164 Ibs `�N `�7 • • ■ ', .•V/� /�
Actual spacing: 3.00 in Reduction factor: 0.91 `-Z vv*4,C
Allowable Design Value(Zfu): Z"= 155 Ibs/anchor Z. �• ti •
♦ _
Minimum anchor capacity: 155 Ibs/anchor *• 0 �1
■
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
TATE OF •c�,;
Anchor calculations,minimum required anchors % • ••
36.38 Design pressure: 85.0 psf �� ':cZ ORI'D N'
Max. Anchor • \
Area Load Ind. ONAL
ql Zone O.C. Cap. Load Result
Y 79.25 (ftz) Qbs) (in) (in) (Ibs) Qfir (Ibs) /1//1 1 1`1
A2
' Al 2.3 195 N/A. N/A 155 2 98 OK Luis R. Lomas P.E.
_ AZ 7.7 656 6.00 18,00 155 5 131 OK
FL No.: 62514
1 of 2 5/2/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report* 514010
434-688-0609 Date: 05/01/2017
rllomas(aDlrlomasoe.com
Anchor Locations:
i
36.38-
� i 8.19
6.00 TYP. 6.00 TYP.
6.00
7 3.45
MAX.O.C.
79.25
60
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 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: `vi 1 +110
MINIMUM B.CONCR TE:MNIMUM COMPRESSIVE RESSIIVE STRENGTH OF 2,000 PSI. \Ny��J R' a/ ��/�..
C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm `
=2,000PS1 MINIMUM. • G; ' • '9 �%
D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI ` . V� ts �.tp .
.052"THICK MINIMUM •
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENTARE THE MINIMUM REQUIRED FOR THE 4- 51 DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
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Luis'R. Lomas P.E.
FL No.: 62514
2 of 2 5/2/2017
NOTICE OF PRODUCT CERTIFICATION
�'-
�o� + ta � � Company: Masonite International Corporation Certification No.: N1013747
1955 Powis Road. Certification Date: 06/08/2017 .
t • z1A
West Chicago,IL 60185 Expiration Date: 06/30/2021
Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites
r
(w/Wood Frame unless noted) .
Specification: TAS 201/202/203-94
Impact: Large Missile Impact Rated Non-Impact Glazing: Insulating Glass (Temperedjl:o
The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. fication
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 Pro ram 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 31011.X. 6'8" +70/-70 0.0 psf Yes ATLNC 1001.01-13
Single Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-171,0211-17
X O/S Opaque 3'0"x 6'8" +70/-70 3.0 psfl Yes.. ATLNC 1001.01-13
Single 4.5 psf' Maximum Panel Size:3'0"x 6'8"
7.50 Sf' Anchor Details-DWG-MA-FL0211-17
XX I/S Opaque 650"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-171,0211-17
XX O/S Opaque 6'0"x 6'8" +55/-55 3.0 psfl Yes NCTL-210-2930-1
Double 4.5 psf' Maximum Panel Size:3'0"x 6W'
7.50psf' Anchor Details-DWG-MA-FL0211-17
XO/OX I/S Opaque Door 6'0"x 6'8" +551-55 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-FL0211-17
XO/OX O/S Opaque Door 6'0"x 6'8" +551-55 3.0 psfl 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"
7.50 sf' Anchor Details-DWG-MA-FL0211-17
OXO I/S Opaque Door 9'0"x 618" +551-55 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 9'0"x 6'8" +55/-55 3.0 psfl 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"
7.50psf' Anchor Details-DWG-MA-FL0211-17
OXXO I/S Opaque Door 12'4"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-29304,
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" +551-55 3.0 psfl 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"
7.50psf' AnchorDetails-DWG-MA-FL0211-17
1-Denotes Bumper Outswing Threshold 2-Denotes Z-Series Outswing Threshold 3-Hi-Dam 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:
ERING TO -- - - --
E PRESSURE
7, MINIMUM
ER STRUCTURES,
RES LISTED. ;n
:RS) IS NOT REQUIRED ON ono
GLAZED SIDELITES. co
)EBRIS REGION, x Q
.NE ZONE (HVHZ),
REQUIRED ON OPAQUE x "�
BUT IS REQUIRED 4
)EX OF 50 . ti •
'ER ASTM E84.
LITE FRAME,
842 'F > 650 'F
1.28 IN MIN
70.2%
1.8% DIFF
iR WEATHERING
DOUBLE DOOR UNIT WZSIDELITES
Addendum to NAl
Gedifieafion No.; LMg 15?,V?
Reviewed BT.
Date Review
® ®
0 Do e
lion , .1 11 Do 0011 . L- -1100 X L �j IUD 100
DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W1 IDELITES DOUBLE DOOR UNIT WfSIDEt
WITH SIDELfTE WITH SIDELITE
WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING REQUIRED TO .BE 15% OF DESIGN PRESSURE
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STRUCTURE DE:E
0 x 5/8" FOR A 1 .375" T
#10 x 1 " DETAIL "E" ASTRAGAL DETAIL "F ASTRAGAL
t 2-1/2" " ATTACH ASTRAGAL RETAINER .BOLT
#?0 x 1 STRIKE PLATE TO FRAME.
0 x 5/8" AS SHOWN.
DETAIL "C„
HOT MELT
2'� ELASTOMER
#6 X 1-1/2" PHS
T
MPER 0/S THRESHOLD aNe••' Addendum to
HOT MELT /� -.•��S►•i.• 1/2" BITE
EIASTOMER '°'.,„•�,' Certification No,; 013
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HARDWARE SCHEDULE
1 . KWIKSET SERIES 400 GRADE . 3 CYLINDRICAL LAT(
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO
AT 5-1/2" CENTERLINE.
1MIN # a t. 2• 4" X 4" FULL MORTISE BUTT HINGES.
DING CONDITIONS PREPARED, 0.25
BERTO LOMAS, PE 5I 1"X1/2" CORRUGATED #10X2" WOOD SCREW
IM
LOWEST. (LAST} 3" FROM EACH END . 6' FROM EACH END
�-- AND 7" OC AND 12 OC
DIFFERENT FASTENERS cL -- l .� }
B JAM , HEAD, AND- ACRYLIC.
LYZED FOR THIS UNIT INCLUDE LATEX
[" TAPCONS. A PHYSICAL TYPICAL MASONRY ACRYLIC CAULK
SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION CAULK LATEX i cL
►ISTANCE MIN 2--1/2 . l;E MIN 3/4".
d'` 4 COMBINATION WOOD, COMBINATION WOOD
;HEAR DESIGN VALUES COME FROM 1.5N" MULLION. (BOXED) MULLION (BOXED)
HERN PINE LUMBER AND ACHEIVEMENT 0.25" /
)MENT. THE TAPCON MUST ACHIEVE SHIM WOOD SCREWS
1/4" II Adtleddum
EACH END
CL - I-- � I�"I Gertificaflon No.: A1t0/3