HomeMy WebLinkAboutProduct Approval (6) L. Roberto Lomas7R-ECEIVED
r-i' 1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514008
434-688-0609 N 30 '2020 Date: 05/01/2017
rllomasCaD-lrlomaspe.com
Test Report: N/A ST. Lucie county, Perm l Ing
Product. Double Do ood frame)
Scope:
This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to
th� roduct described herein.These calculations comply with requirements of the Florida Building Code.
'arz,capacity in shear condition:
i members w/6 w/out gap:
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
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: Is= 1.000 in Main member dowel bearing length: Im= 1.140 in
ModeQ I,,, Mode I, Mode 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: 0.0014
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: -427.67 C: -253.62 C: -267.7 C: -93.6
Z,,,= 302 lbs Z,= 368 lbs P= 331 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
KD= 2.400 P= 297 lbs P= 319 lbs P= 263 lbs
Min.Design value: Z= 110 lbs Z= 138 lbs Ko= 2,400 KD= 2.400 Ko= 2.400
Duration Factor: CD= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs
Allowable Design Value(ZCD): Z'= 175 lbs/anchor
Solid members w/d w/out gap:
a. With threads present in shear plane
Fastener type:#1O wood screw (NDS 2012,TR12)
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: Steel strap/clip
Side member thickness: t,= 1.000 in Main member thickness: t.,= 0.048 in
Side member dowel bearing strength: F.= 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: Im= 1.140 in
Mode I., Mode I, Mode 11 Mode III, Made III, Mode IV
qm= 11752 lbs/in qs= 884 lbs/in A: 0.0003 A: 0.00059 A: 0.00033 A: 0.0006
P= 13397 lbs P= 884 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000
KD= 2.400 KD= 2.400 C: -4038.9 C: -3864.9 C: -267.7 C: -93.6
7„_ , 5582 lbs Z,= 368 lbs P= 2287 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
KD= 2.400 P= 2126 lbs P= 420 lbs P= 392 lbs
Min.Design value: Z= 163 lbs Z= 953 lbs Ko= 2.400 Ko= 2.400 KD= 2.400
Duration Factor: Co= 1.6 Z= 886 lbs Z= 175 lbs Z= 163 lbs
Allowable Design Value(ZCD): Z'= 262 lbs/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 lbs
Actual edge distance: 2.50 in Reduction factor: 0.85
Spacing: 4.00 in Tabulated shear design value: Z= 202 lbs \�� 0
Spacing: 2.00 in Tabulated shear design value: Z= 164 lbs `� •iA�.1, x
Actual spacing: 3.00 in Reduction factor: 0.91 *N
V •`�j E IV S••w'/��
Allowable Design Value(ZfAN): Z"= 155 lbs/anchor ` •
Minimum anchor capacity: 155 lbs/anchor 51 •�
Note:Anchors with the least capacity Is used for calculations to qualify anchor;with higher capacity.
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Luis R. Lomas P.E.
FL No.: 62514
1 of 3 5/2/2017
L. Roberto Lomas P.E.
i432woodlo,dRd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514008
434-688-0609 Date: 05/01/2017
rllOmas(a)Irlomaspe.com
Anchor calculations,minimum reouired anchors
36.38 . 36.38 Design pressure: 60.0 psf
--- --~ Area Load Ind. Max. Anchor
Ir Al 71
Zone z O.C. Cap. Qty Load Result
79.25 (ff) (lbs) (in) (in) (lbs) (lbs)
Al Al J Al 2.3 138 N/AN/A 155 1 138 OK
AZ 7.7 463 6.00 21.00 155 5 93 OK
72.75 A3 7.7 463 N/A N/A 1 155 3 154 OK
37.50 36.38 36.38 37.50 Design pressure: 60.0 psf
Max. Anchor
AreaLoad Ind.
Al A4 A4 Al Y Y (ft
Zone z O.C. Cap. Load Result
Y
A2IY� ) (lbs) (in) (in) Obs)
Q'�' (lbs)
Al 2.4 146 NIA N/A 155 1 146 1 OK
A Aa Al P3 A5 P3
79 25 AZ 7.9 473 6.00 2100 155 5 95 OK
A, 7.8 468 N/A N/A 155 4 117 OK
147.75 A4 2.3 138 N/A N/A 155 1 138 OK
A5 7.7 463 N/A N/A 155 3 154 OK
Anchor Locations:
Double door
36.38 36.38
6.00 TYP. 6.00 TYP. 18.19 TYP.
3.00 TYP.
6.00
13.45
MAX.O.C.
79.25
1�ti'\,�C E NS9••`r/-
6.00
4- TAT'
51 4F • ��
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Luis R. Lomas P.E.
FL No.: 62514
2 of 3 5/2/2017
L. Roberto Lomas P.E.
1432 woodrord Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514008
434-688-0609 Date: 05/01/2017
rllomas(a)lrlomaspe.Com
Double door with sidelites
---37.50 --- -- -36.38----�-- –36.38 37.50
--18.757YP.
6.00TP.-i-- 16.00TW.- r--18.19TYP.–
3.00 TYP.
-�-----6.00--
i
13.45
MAX.O.C.
i
79.25
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
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: ���
a
A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42 ` //j/
B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. \� •�!
E At
C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. �\0
D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KS1 ` •
.052"THICK MINIMUM *• Os 51 •�► =
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE '—
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
TAT OF ;
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/11111
Luis R. Lomas P.E.
FL No.: 62514
3 of 3 5/2/2017