HomeMy WebLinkAboutProduct Approval (7) L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report* 514008A
434-688-0609 ��� Q Go�D Date: 10/10/2017
rllomas Irlomas e.cr-RECEIVED
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Test Report: N/A
Product: Doubt g9orL%K1l@Vb�eiiitFjRfO 99 8"(wood frame)
Scope:
This analysis provides calculations,quantities,and spacing+a ui ,mLnts,I{Qrinstalli X4-0 od cF'(0 s�r teprid it applies only to the
product described herein.These calculations comply with rL-I th'e-Flori Bwld ng GN i
Anchor capacity in shear condition: ffJJ
Solid members w/d 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: 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(G=0.42)
Side member thickness: t,= 1.000 in Main member thickness: %= 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: 1m= 1.140 in
Made Im 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: 0.00135
P= 725.61 lbs P= 884 lbs 8: 1.07 8: 0.57 8: 0.5 8: 0.000
KD= 2.400 KD= 2.400 C: -427.674 C: -253.623 C: -267.699 C: -93.6
Z = 302 lbs Z,= 368 lbs P= 331 lbs Ms= 46.8 in-lbs Min= 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 Ka= 2.400
Duration Factor: Ca= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs
Allowable Design Value tZCD): Z'= 175 lbs/anchor
Fastener type: 1/4 ITW Tapcon 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
HAIA1 Area Load Ind.Zone O.C. Cap. Load Result
Y 179.25 (ft) (lbs) (in) (in) (lbs) Q�' (lbs)
Al Al 2.3 138 N/A N/A 155 1 138 1 OK
AZ 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 \\ i�• 0
Area Load Ind. \ \S • /�j //
Al A4 A4 Al Zone O.C. V
O.C. Cap. Load Result \\ J
A2� Y Y Y� (ft) (lbs) (in) (in) (lbs) Qty (lbs) ` .•\O.\C EA1,9 qs
P3 A5 79.25 Al 2.4 146 N/A N/A 155 1 146 OK *; 0 51 �•
Al Aa Aa Al F AZ 7.9 473 6.00 21.00 155 5 95 OK _� ■ ('
A3 7.8 468 N/A N/A 155 4 117 OK n '-
147.75 A4 2.3 . 138 N/A N/A 155 1 138 OK TAT 0 F 'w
As 7.7 463 N/A N/A 155 3 154 OK 00 R •��C/�
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Luis R. Lomas P.E.
FL No.: 62514
1 of 4 10/10/2017
L. Roberto Lomas P.E.
t 1432woodrordRd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514008A
434-688-0609 Date: 10/10/2017
rilomas@Lrlomaspe.com
Anchor Locations:
Double door
I -- 36.38 ---- ------36.38 ---j
6.00 TVP.-L-= 6.00 TVP.-- -- -18.19 TVp.-�
3.00 TVP.--{ I
6.00
I
y 6°
MAX
O.C.
I
79.25
I -
i
I
6.00
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Luis R. Lomas P.E.
FL No.: 62514
2 of 4 10/10/2017
L. Roberto Lomas P.E.
1432 woodiord Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514008A
434-688-0609 Date: 10/10/2017
rllomas(EDIrlomaspe.com
Double door with sidelites
37.50 -- ---- 36.38 --- 36.38--'---- --------37.50 ------- -
1 — 8.75 TYP.
6.00 TYP.-i— 6.00 TYP.-L—i--18.19 TYP.
j
I i 3.00
I
-00
18"
MAX
O.C.
79.25
6.00
. . .
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1
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Luis R. Lomas P.E.
FL No.: 62514
3 of 4 10/10/2017
L. Roberto Lomas P.E.
,. `7432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514008A
434-688-0609 Date: 10/10/2017
rllomas(o.Irloma5pe.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=2,000PSI 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
4 of 4 10/10/2017