HomeMy WebLinkAboutBuilding Permit Application 4. Roberto Lomas P.E. j
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 51,4009A
i 434-688-0609 I Date:!10/10/2017
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Anchor Locations:
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!I Luis R. Lomas P.E.
I I FL No.:62514
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'2 of 3 ,` 10/10/2017
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L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
! Lewisville,roc 27023 Report#: 514009A
434-688-0609 Date: 10/10/2017
rflornasq:.I rlorna spe.cord '
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"
I 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"
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE#10 SMS OR SELF DRILLING
j 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. i
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. j
D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-,T5 FU=30KS1
.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 PR!OPERLYi
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. j
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.
j 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
3 of 3 10/10/2017
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L. Roberto Lomas P.E.
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1432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#: 514013A
434-688-0609 Date: 10/10/2017
rllomas(clrlomasoe.com j
Test Report: N/A
Product: Single door 3'x8'(Composite 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/&w/out gap:
ja. With threads present in shear plane
Fastener type:7710 wood screw (NDS 2012,NDS 2015,TR12)1 l
Nominal diameter: D: 0.190 in Gap:! 9'. 0.0000 in
Root diameter: Or: 0.152 in Moment arm:11 0.0000 in
Minimum required penetration: p: 1.140 in Screw bending yield strength:'j Fri= 80,000 psi
Side member:PVC Main member:Spruce-Pine-Fir(6=0.42)
Side member-thickness: t,= 1.000 in Main member thickness: tm= 1.500 in
1 Side member dowel bearing strength: F.= 10,000 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
I
Mode I, Mode I, Mode II Made III, I Mode IIh Mode IV
qm= 636.5 lbs/in qs= 1900 lbs/in A: 0.0005 A: 0.00066 A:'10.00092 A: 0.00105
P= 725.61 lbs P= 1900 lbs B: 1.07 8: ' 0.57 B: 0.5 8: 0.000
1 Ko= 2.400 Ko= 2.400 C: -681.799 C: -253.623 I C:'-521.824 C: -93.6
Zm=, 302 lbs Z,= 792 lbs P= 510 lbs Ms= 46.8 in-lbs I Mm=; 46.8 in-lbs
Ko= 2.400 P= 324 lbs P=
1: 529 lbs P= 299 lbs
Min.Design value: Z= 125 lbs Z= 212 lbs Ko= 2.400 Ko=I 2.400 K,= 2.400
1 Duration Factor: Co= 1.6 Z= 135.lbs 1 Z=ii 221 lbs Z= 125 lbs
j Allowable Design Value(ZCa): Z'= 199 lbs/anchor
Fastener type: 1/4 ITW Tapcon Tabulated values
1
N.O.A.16-1222.06 edge spacing(in)
Substrate: Hollow block distance 2.00 j 4.00
Minimum embedment: 1.25 in 2,00 130 i 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) I
Fastener type: #10 Self tapping screw (Calculations per 2015 Aluminum Design Manual,section J.5.5)
Nominal screw diameter: D: 0.190 in Screw'root area:' Ar 0.0151 int
Actual edge distance: de: 1.085 in Screw shear ultimate strength: F. 54.0 ksi
Per table J3.2 of 2010 Steel ConstructionlManual 14th Edition
j Side member material:Vinyl PVC Main memberimaterial: 16663-T5 aluminum
iThickness: to 1.000 in Thickness:I! tz 0.052 in
Ultimate tensile strength: Fnn 14 ksi Ultimate tensilestrength; F.2 22 ksi
Nominal strength per bearing(side member):Rn=2Dt3F,„, Rnl= 5320 lbs (Eq J.5-12)
1
j Nominal strength per bearing(main member):Rn=2DtZFnz Rn2= 435 lbs j(Eq J.5-12),
Nominal strength per tilting:Rn=4.2(tz3D)112F,2 Rn= 478 lbs I(Eq 3.5-13)
Nominal screw shear strength:Rn=ArFn/1.25 Rn= 654 lbs (Eq J.5-14)'
Safety factor: o=3
Allowable shear and bearing capacity: P., 145 lbs/anchor 1'
Fastener type: #10 Self tapping screw (Calculations per AISI-5100-12,sections A2.3.2 and E4.3.1)
Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: Fa 54.0 ksi
Screw root area: Ar 0.0151 in= Per table J3.2 of 2010 Steel Construction Manual 14th Edition
Side member material: Vinyl PVC Main memberimaterial: Metal framing
1
Thickness: to 1.000 in Thickness:I tZ
Ultimate tensile strength: F,n 14 ksi Ultimate tensile strength:; F z ,
Nominal strength per tilting:Rn=4.2(tz3D)D2F 2 Rn= 1001 lbs (Eq E4.3.1`-1) ��� R, f!O,�I�/�
Nominal strength per bearing(side member):Rn=2.7DtnF„n Rnl= 7182 lbs (Eq E4.3.1-2,and-4) �N�_\�■ • • • • . �
Nominal strength per bearing(main member): Rn=2.7DtzFe Rn2= 1280 lbs I(Eq E4.3.17 3 and-5) ` •��G E N q �
Nominal screw shear strength:Rn=A�F,,,/1.25 Ra= 654 lbs Z, Y�+`'`�j'
Safety factor: o= 3 +. * 0'`"' I •
Allowable shear and bearing capacity: P� 218 Ibs/anchor 1 ■ ■ --
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Minimum anchor capacity: 145 lbs/anchor r T w T O C • (�
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Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. i i •
6N6 0 A� `
Luis R. Lomas P.E.
FL No.:62514
1 of 3 10/10/2017
1
I ,
' I I
i I
L. Roberto Lomas P.E.
1432 Woodford Rd Manufacturer: Masonite
Lewisville.NC 27023 Report#:'514013A
434-688-0609 i Date:;10/10/2017
rl lomasca`�lrloma spe.com
I
Anchor calculations,minimum required anchors
36.38 Design pressure: 70.0 psf j
Area Load Tnd Max. Anchor;
Al Zone O.C- Cap. I Load IiResult
A2YA2 95.25 (f�) (lbs) (in) (in) (lbs) Qty ! (lbs)
A, 2.3 161 N/A N/A 145 2 80 OK
Al AZ 9.7 681 6.00 18.00 145 6 114 i. OK
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Anchor Locations:
' 36.38
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6.00 TVP.
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6.00 II
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MAX
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95.25
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6.00
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Luis R. Lomas P.E.
FL No.: 62514
2 of 3 10/10/2017
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Jill
L. Roberto Lomas P.E.
1432 Woodford Rd. Man 4'acturer:;Masonite
Report#:1614013A
Le"dsville.NC 27023
Date:ill 0/10/2017
434-688-0609
r1lornasi5ldomaspe.corn
Installation instructions:,
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2"
MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 114"TAPCONS IWITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4!*MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 112"
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 BELOW1,
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 I'l
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0,42
S.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C.MASONRY:HOLLOWIFILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM,I
D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063J5 FU=30KSI
.052"THICK MINIMUM I
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 PROPERLY1',
TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
& 1 X 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 fNSTRUCTIONS.1
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 ISI'
PROVIDED.
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Luis R. Lomas P.E.
FL No.:62514
3 of 3 ti 1 011 0/201 7