HomeMy WebLinkAboutAPPROVED, FL22513_R3_AE_514010BL. Roberto Lomas P.E.
1432 Woodford Rd.Manufacturer:Masonite
Lewisville, NC 27023 Report #:514010B
434-688-0609 Date:
rllomas@lrlomaspe.com
Test Report:N/A
Product:Single door 3' x 6'8" (Wood Frame)
Scope:
Anchor capacity in shear condition:
Solid members w/ & 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:Fyb =80,000 psi
Side member:Douglas Fir-Larch (G=0.50)Main member:Spruce-Pine-Fir (G=0.42)
Side member thickness:ts =1.000 in Main member thickness:tm =1.500 in
Side member dowel bearing strength:Fes =4,650 psi Main member dowel bearing strength:Fem =3,350 psi
Side member dowel bearing length:ls =1.000 in Main member dowel bearing length:lm =1.140 in
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 B:1.07 B:0.57 B:0.5 B:0.000
KD =2.400 KD =2.400 C:-427.674 C:-253.623 C:-267.699 C:-93.6
Zm=302 lbs Zs=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 KD =2.400 KD =2.400 KD =2.400
Duration Factor:CD =1.6 Z=124 lbs Z=133 lbs Z=110 lbs
Allowable Design Value (ZCD):Z'=175 lbs/anchor
Fastener type:1/4 ITW Tapcon
N.O.A. 16-1222.06
Substrate:Hollow block 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 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 Design pressure:85.0 psf
79.25
A1 2.3 195 N/A N/A 155 2 98 OK
A2 7.7 656 6.00 18.00 155 5 131 OK
ResultCap.
(lbs)Qty Load
(lbs)
Zone Area
(ft2)
Load
(lbs)
Ind.
(in)
Max.
O.C.
(in)
Anchor
spacing (in)
Tabulated values
edge
distance
Mode Is Mode II Mode IIIm Mode IIIs Mode IV
10/10/2017
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.
Mode Im
A2A2
A1
A1
1 of 3
Luis R. Lomas P.E.
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:
rllomas@lrlomaspe.com
10/10/2017
Anchor Locations:
18"
MAX
O.C.
6.00
6.00
79.25
36.38
6.00 TYP.6.00 TYP.
18.19
2 of 3
Luis R. Lomas P.E.
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:
rllomas@lrlomaspe.com
10/10/2017
Installation instructions:
1.
2.
3.
4.
5.
6.
7.
8.1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
9.
10.
11.
12.
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.
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.
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.
BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
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.
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.
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.
ALL FASTENERS TO BE CORROSION RESISTANT.
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
ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
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.
3 of 3
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020