HomeMy WebLinkAboutProduct Review; Single Door (Wood Frame)4i)l�eC py
Guest House
Front Door
L. Roberto Lomas P.E. �/ File CQ�y
1432 Woodford Rd. /� I1 /� �(� � Manufacturer: lOfa`sbfift�I-�-••,•�,..n
Lewisville, NC 27023 ��I /vpCJ 011 ll Report #: 514010B
434-688-0609 n Date: 10/10/2017
vieProduct: Single door Tx 6'8" (Wood Frame) � ��y
Scope: O /°�/'p O
This analysis provides calculations, quantities, and spacing requirements for installing pro c to ssuuf al�!omp �1�t ��
product described herein. These calculations comply with requirements of the Florida Buil • A. CI '
Anchor capacity in shear condition: S C®
Solid members w/ $ w/out gap: �® ����
a. With threads present in shear plane cc ,.246 2,r� /
Fastener type: #10 wood screw (NDS 2018, TR12) 6 6 (�I
Nominal diameter: N 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: Fyb= 80,000 psi
Side member: Douglas Fir -Larch (6=0.50) Main member: Spruce -Pine -Fir (6=0.42)
Side member thickness: %= 1.000 in Main member thickness: %= 1.500 in
Side member dowel bearing strength: F. = 4,650 psi Main member dowel bearing strength: Fu = 3,350 psi
Side member dowel bearing length: Is = 1.000 in Main member dowel bearing length: Im = 1.140 in
Mode Im
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
B: 1.07
B:
0.57
B:
0.5
B:
0.000
Kt, =
2.400
Kb = 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
Kb =
2.400
Kp =
2.400
Kp =
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
Substrate: Hollow block
Minimum embedment: 1.25 in
Actual edge distance: 2.50 in
edge
distance
spacing (in)
2.00
4.00
2.00
130
161
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
7777
Al 79.25
A2 A2
Al
1 of 3
Max.
Anchor
Area
Load
Ind.
Zone
z
(ft)
( )
Ibs(in)O.C.E(lbs)
Result
(in)
2.3
195
N/A
N/A
fijAl
OK
A2
7.7
656
6.00
18.00
OK
o
TA1 OfIONA
,
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Q;D6erto Lomas P.E.
1432 Woodford Rd.
Lewisville, NC 27023
434-688-0609
rllomasCaNdomaspe.com
Anchor Locations:
79.25
2of3
36.38 -
-1 s.19 --
6.00 7YP. —� 6.00 TYP.
1
6.00
--F--
18"
MAX
O.C.
A —.--
i
6.00
Manufacturer: Masonite
Report #: 514010B
Date: 10/10/2017
=W' 001 '.
TA 1 Of .
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//I II r�
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Rbberto Lomas P. E.
1432 Woodford Rd.
Lewisville, NC 27023
Manufacturer: Masonite
Report #: 514010B
434-688-0609 Date: 10/10/2017
rllomasAIrlomaspe.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"
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.
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.
3 of 3
EN
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Luis R. Lomas P.E.
FL No.: 62514
9/2/2020