HomeMy WebLinkAboutProduct Approval NOTICE OF PRODUCT CERTIFICATION
SEG #A � _ Company: - Masonite International Corporation ---Certification=No::-- NI013717.03-R2 - -
31 ,..1'040`•4013'..C:�` 1955 Powis Road Certification Date: 05/12/2017
N�� a pt, o ' West Chicago,IL 60185 •
Expiration Date: 05/31/2021
pap 4! C. „i l i.
ka..:09 cao•.. 6 =,s1w 4 Revision Date: 05/02/2018
pester.\-u°�� ,, �' .4* Product: Fiberglass Glazed Inswing or Outswing Door w/and w/o Non-Impact Rated Sidelites
� � V�,.. " ` (w/Wood Frame or Worldwide Composite Frame4 unless noted)
1/ti Ot �q;,q"�'
�- moi Specification: TAS 202-94/ASTM E330-02
Glazing: Insulating Glass(Tempered)
The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards institute(ANSI).
Inswing Glazed Structural Water Missile Test Report Number
Configuration or or Maximum Design Test Impact Drawing Number&
Outswing Opaque Size Pressure Pressure Rated Comments
X I/S Glazed 3'0"x 6'8" +40/-40 0.0 psi No ATLNC 0829.01-16/ATLNC 1013.01-16
Single Maximum Panel Size:3'0"x 6'S"
Anchor Details-DWG-MA-FL0189-17
X 0/S Glazed 3'0"x 6'8" +40/-40 3.75 psf 1/6.0 psf' No ATLNC 0829.01-16/ATLNC I0113.01-16/W-1813/
Single 8.25 psf 3/9.0 psf' W-I843/W-1860
7.5 psf Maximum Panel Size:3'0"x 6'8" •
Anchor Details-DWG-MA-FLO189-17
XX I/S Glazed 6'0"x 6'8" +40/-40 0 psf No ATLNC 0829.01-16/ATLNC 1013.01-16
Double Maximum Panel Size:3'0"x 6'S"
Anchor Details-DWG-MA-FLO 189-17
XX 0/S Glazed 6'0"x 6'8' +40/-40 3.75 psf/6.0 psf= No ATLNC 0829.01-16/ATLNC 1013.01-16/W-1813/W-1843
CI. Double 8.25 psf'/8.25 psf 5 Maximum Panel Size:3'0"x 6'3"
0, IAnchor Details-DWG-MA-FLO189-17
XO/OX I/S Glazed 6'0"x 6'8" +40/-40 0 psf Door-No ATLNC 0829.01-I6/ATLNC 1013.01-16
Single w/Sidelite Sidelite-No
Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FL0189-17
XO/OX 0/S Glazed 6'0"x 6'8" +40/-40 3.75 psf'/6.0 psf' Door-No ATLNC 0829.01-16/ATLNC 1013.01-16/W-1813/W-1843
III Single w/Sidelite 8.25 psf 3/9.0 psf 5 Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
swejAnchor Details-DWG-MA-FLO189-17
OXO I/S Glazed 9'0"x 6'8" +40/-40 0 psf Door-No ATLNC 0829.01-16/ATLNC 1013.01-16
Single w/Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FLOI 89-17
OXO 0/S Glazed 9'0"x 6'8" +40/-40 3.75 psf 1/6.0 psf' Door-No ATLNC 0829.01-16/ATLNC 1013.01-16/W-1813/W-1843
Single w/Sidelites 8.25 psf 3/9.0 psf 5 Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FLO189-17
OXXO - - I/S Glazed 12'4"x 6'8" +40/-40 0 psf Door-No ATLNC 0829.01-16/ATLNC 1013.01-16
Double w/Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'S"%Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FLOI89-17
OXXO 0/S Glazed 12'4"x 6'8" +40/-40 3.75 psf 1/6.0 psf'- Door-No ATLNC 0829.01-16/ATLNC 1013.01-16/W-1813/W-1843
Double w/Sidelites 8.25 psf'/8.25 psf5 Sidelitse-No Maximum Panel Size:3'0"x 6'S"/Sidelite:3'0"x 6'3"
Anchor Details-DWG-MA-FLO 189-17
I-Denotes Bumper Outswing Threshold 2-Denotes?-Series Outswing Threshold 3-Hi-Dam Outswing Threshold 4-W-1815 5-Worldwide Pro T4 Threshold 6-Denotes HP Outswing Threshold .
National Accreditation& Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
I • j • Tel: (804)684-5124/Fax: (804)684-5122
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deNAMI AUTHORIZED SIGNATURE:
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SEE DETAIL 3" !I' 6"- - -6" CO
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DaBHsta' . gM�tB �fift. ! �// HARDWARE SCHEDULE a
ATTACHMENT.DETAIL 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND ��m
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, , AT 5-1/2" CENTERLINE.
SIGNED AND SEALED BY ROBERTO LOMAS, PE 1 . i! 2. 4" X 4" FULL MORTISE BUTT HINGES.
(FLORIDA #62514) WITH THE LOWEST (LEAST) MIN25 , � i0-25"
FASTENER RATING FROM THE DIFFERENT FASTENERSINIV -i MAx 1"x1/2" CORRUGATED loxz" WOOD SCREW
BEING CONSIDERED FOR USE. JAMB, HEAD, AND - .1:SHIM- 3" FROM EACH END
6" FROM EACH END ap in
I�I' 1.25" ing AND 7" OC AND 12" OC =p Z
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL—I I- ;`j' ; MIN I w _o
#10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. ; :: ;;'' ."T—� —o.25" �� _ wa `�
A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH It �: MAX AC IC _ pa
ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". _ lA CAULK _
WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY:. CL I I- ..ACRYLIC
r- ��
ANCHOR INSTALLATION CAULK �� w
DISTANCE MIN 1/2 nal
CL ��
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2. -ANCHORING-INTO-STEEL STRUCTURE MUST BE SUFFICIENT TO 1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD- -----�-
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED)
1IN , 1) yy // ��
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM• MIN —MAX
" (3WobD SCREWS" woo SCREWS" m¢z
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT �_ SHIM EACH END EACH END
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL—I I-;I o 1e 4/26/17; '
MINIMUM EMBEDMENT OF 1-1/4".
Y.
:JnJ' ® SC IE: N.T.S.
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO DWG.BY: SWS
TRANSFER LOADS TO STRUCTURE. ® m� ° `� CHK.BY:TYPICAL WOOD BUCK
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION DRAWING NO.:
INTEGRAL WOOD INTEGRAL WW DWG-MA-FL0189-77
_ _, 1. MULLION (CHS) MULLION (CHS)
SHEET 3 OF 3
I .
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•
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer. Masonite I
Lewisville,NC 27023 Report#: 514012A
1 434-688-0609 Date: 10/10/2017
rIlomasMrlomaspe.com
Test Report: N/A
Product: Double Door with and without sidelites 12'x6'8"(composite frame)
Scope: 1
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:
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: Fo= 80,000 psi
Side member:PVC Main member:Spruce-Pine-Fir(GrO.42)
Side member thickness: t,= 1.000 in Main member thickness: t.= 1.500 in
Side member dowel bearing strength: Fe. = 10,000 psi Main member dowel bearing strength: F".= 3,350 psi
Side member dowel bearing length: is= 1.000 in Main member dowel bearing length: I.= 1.140 in
Mode I. Mode I, Mode II Mode III„ Mode III, Mode IV
qm= 636.5 lbs/in qs= 1900 lbs/in A: 0.0005 A: 0.00066 A: 0.00092 A: 0.00105
P= 725.61 lbs P= 1900 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000
Ko= 2.400 Ko= 2.400 C: -681.799 C: -253.623 C: -521.824 C: -93.6 '
Z.=' 302 lbs Z,= 792 lbs P= 510 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
4= 2.400 P= 324 lbs P= 529 lbs P= 299 lbs
Min.Design value: Z= 125 lbs Z= 212 lbs Ko= 2.400 Ko= 2.400 Ko= 2.400 •
Duration Factor: Co= 1.6 Z= 135 lbs Z= 221 lbs Z= 125 lbs
Allowable Design Value(Mb): Z'= 199 lbs/anchor
Fastener type: 1/4 ITW Tapcon Tabulated values
N.0.4.16-1222.06 edge spacing(in)
Substrate:Hollow block distance 2.00 4.00
Minimum embedment: 1.25 in 2.00 130 161
- Actual edge distance:_x',..2.50 in..._ • - 4.00 163 202 __. "_.__ - - --- -- .-
- _--7 :-- Actual_C To C.spacing - 3:00 in
` ""' Allowable Design Valuer"--Z"=` '-155 Itis/anchor(per interpolation when needed) -
Fastener type: #10 Self tapping screw (Calculations per 2015 Aluminum Design Manual,section 7.5.5)
Nominal screw diameter: 0: 0.190 in Screw root area: Ar 0.0151 in2
Actual edge distance: de: 1.085 in Screw shear ultimate strength: F., 54.0 ksi
Per table J3.2 of 2010 Steel Construction Manual 14th Edition
' Side member material: Vinyl PVC Main member material: 6063-T5 aluminum '
Thickness: t, 1.000 in Thickness: t2 0.052 in ,
Ultimate tensile strength: F,,,, 14 ksi Ultimate tensile strength: Fr„2 22 ksi ,
Nominal strength per bearing(side member):Rn=2Dt,Fw, Rnl= 5320 lbs (Eq J.5-12)
Nominal strength per bearing(main member):Rn=2Dt2Fta Rn2= 435 lbs (Eq J.5-12)
Nominal strength per tilting:Rn=4.2(t23a)112F,,2 Rn= 478 lbs (Eq J.5-13) '
Nominal screw shear strength:Rn=A,F,11.25 Rn= 654 lbs (Eq 3.5-14)
Safety factor: 0=3
Allowable shear and bearing capacity: Pso 145 lbs/anchor '
Fastener type: #10 Self tapping screw (Calculations per AISI-s100-12,sections A2.3.2 and E4.3.1)
Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: F,,, 54.0 ksi
Screw root area: Ar 0.0151 in2 Per table 73.2 of 2010 Steel Construction Manual 14th Edition
Side member material: Vinyl PVC Main member material: Metal framing ;
Thickness: ti 1.000 in Thickness: 1.2 O.0"' '-
Ultimate tensile strength: F,,, 14 ksi Ultimate tensile strength: F„2 \`````'ItI I 1.1 11/i
Nominal strength per tilting:Rn=4.2(t23D)v2F:2 Rn= 1001 lbs (Eq E4.3.1-1) \ R. ..Q A-
Nominal strength per bearing(side member):Rn=2.7Dt1F,,, Rn1= 7182 lbs (Eq E4.3.1-2 end-4) \\.\�, •��++•C• • . '�/��/�
Nominal strength per bearing(main member):Rn=2.7Dt2F„2 Rn2= 1280 lbs (Eq E4.3.1-3 and-5) `�/ •• ��V E N SF (P• .
Nominal screw shear strength:Rn=A,Fn/1.25 Rn= 654 lbs 1 • •. i
Safety factor: 0=3 i'*+ 0 51 • *
Allowable shear and bearing capacity: P. 218 lbs/anchor N ■ �.
Minimum anchor capacity: 145 lbs/anchor •
13 TAT O F, •t1 ,;
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. i •
Luis R. Lomas P.E.
FL No.: 62514
1 of 4 10/10/2017
j
i
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer Masonite
Lewisville,NC 27023 Report#: 514012A ,
434-688-0609 Date: 10/10/2017
rllomas a(�Irlomaspe.com
Anchor calculations,minimum required anchors
36.38 36.38 Design pressure: 60.0 psf 1
r i---i_ Max. Anchor 1
\ Al Al Area Load Ind.• Zone
(ft2) (Ibs) (in) O.C. Cap.
Q Load Result, II
A2Y/�-Aa YAz 79.25 (in) (Ibs) (Ibs) ,
1_Al Al �_` AI 2.3 138 N/A N/A 145 1 138 OK
J. j A2 7.7 463 6.00 21.00 145 5 93 OK
72.75 A3 7.7 463 N/A N/A 145 4 116 OK
37.50 36.38 36.38 37.50Design pressure: 60.0 psf I
I
I 1 1- Max. . Anchor
Area Load. Ind. I
Al /N• A4/\ A4/N Al / ' Zone b.C. Cap. Load Result I
(ft) (Ibs) (in) Qty
Y Y Y p3 Y (in) (Ibs) (Ibs) I
/ A2 i
I 16 I Al j p3 j 79.25 Al 2.4 146 N/A N/A 145 2 73 OK
//All i/A44 v A4'.., Al \ A2 7.9 473 6.00 21.00 145 5 95 OKII
1 j A3 7.8 468 N/A N/A 145 4 117 OK
147.75 A4 2.3 138 N/A N/A 145 1 138 OK 11
A5 7.7 463 N/A N/A 145 4 116 OK
Anchor Locations:
Double door
L---- 36.38---- - -- 36.38- i
6.00 TYP. -•• 6.00 TYP.-•� -18.19 TYP.
.
, 3.00 TYP.--'- Il
I I I I I I 1 I
600
_ .. - -- - -- - -- =- _
--- -- I0.
1 _ _
;I
Ii
i Ii
79.25
I
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```\`1tlI1.I//Ji!!
6.00_ _ . �J.\S • • •dfq'.
II
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Luis R. Lomas P.E.
FL No.: 62514
2 of 4 1I0/10/2017
. ii
I
Ii
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer. Masonite
Lewisville,NC 27023 Report#: 514012A
434-688-0609 Date: 10/10/2017
rllomas@lrlomaspe.com
i
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 ACHIEVAl 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=3OKSI
.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 - - -
ifRAME.TO SECURED WOOD BUCK.IN•ACCORDANCE-WITH MANUFACTURER'S PUBLISHED: -I.:
INSTALLATION-INSTRUCTIONS,. — — —
- -- • 11.,WHERE-IX BUCK:IS•NOT-USED DISSIMILAR MATERIALS MUST-BE SEPARATED WITHAPPROVED:
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. - .
•
•
101111.1/0/
• �`� S R L O �i�.
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0451 • *
TAT 0 F w_;
111111
Luis R. Lomas P.E.
FL No.: 62514
4 of 4 10/10/2017
•
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514012A
434-688-0609 i Date: 10/10/2017
rllomas(a�Irlomaspe.com
Double door with sidelites
------37.50 --- I ---36.38- - --36.36 37.50
i
•�--18.75 TYP.—•-I
6.00 TYP. 6.00 TYP. 18.19 TYP.
,3.00 TYP
+ I I I I I I I I I I I I- I I I I I I,
6.00
18°
MAX
O.C.
—
79.25
i —
6.00
I_-_ I I I I I I I I I
•
•
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R. L d At,/
• • e�i��.
*71(1_0451 • *--7-
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TAT 0 F 14
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Luis R. Lomas P.E.
FL No.: 62514
3 of 4 10/10/2017
• •
it
L. Roberto Lomas P.E.
1432 Woodford Rd. • Manufacturer Masonite
Lewisville,NC 27023 1 Report#: 514008A
434-688-0609 • Date: 10/10/2017 '
rllomas(O�Irlomaspe.com
Test Report: N/A
Product: Double Door with and without sidelites 12'x6'8"(wood frame)
Scope:' I II
II
I
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: '1
Solid members w/&w/out gap:
a. With threads present in shear plane I.
Fastener type:#10 wood screw (NDS 2012,NDS 2015,TR12)
Nominal diameter: D: 0190 in Gap: g: 0.0000 in
Root diameter: Dr: 0152 in Moment arm: 0.0000 in
I'
Minimum required penetration: p: 1.140 in Screw bending yield strength: F,,b= 80,000 psi
Side member:Douglas Fir-Larch(G=0.50) Main member:Spruce-Pine-Fir(G=0.42)
i•
Side member thickness: t,= 1.000 in Main member thickness: tm= L500 in
Side member dowel bearing strength: Fu= 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: 1,,= 1.140 in j
. i.
Mode Im Mode I, Mode Tr Mode III„ Mode III, Mode IV
I
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
K,= 2.400 K5= 2.400 C: -427.674 C: -253.623 C: -267.699 C: -93.6 i
Zm= 302 lbs Z,= 368 lbs P= 331 lbs Ms= 46.8 in-lbs - Mm= 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 K5= 2.400 Ka= 2.400 K5= 2.400
Duration Factor: Ca= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs
Allowable Design Value(ZC5): Z'= 175 lbs/anchor
it
Fastener type: 1/4 ITW Tapcon Tabulated values
N.0.A.16-1222.06 edge spacing(in)
Substrate:Hollow block distance 2-00 4.00 I,, ,-
Minimum embedment: 1.25 in 2.00 130 161
__.,,Actual edge-distance- 250 in -- -
-- ---ActuaUr To_C_spacmg -_,: 3 00 in-_- -
_- :_ *(per
I
- i :- Allowable":Design•Value:••s 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
II
Minimum anchor capacity: 155 lbs/anchor I
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
Anchor calculations,minimum required anchors I1
36.38 36.3B Design pressure: 60.0 psf
f t Max. Anchor
\ Al /\ Al /-. Area Load Ind.
Y A3 Zone O.C: Cap. Load . Result
nz - 79.25 (ftZ) (lbs) (in) (in) (lbs) Qty (lbs)
/ Al v M N Al 2.3 138 N/A N/A 155 1 138 OK
1-- - A2 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
11
37.50 36.381--1-38 37.50 Design pressure: 60.0 Anchor \\`\C R.I+'L!01//�J
t Area Load Ind- \ A . • . •,/'. //
\ Al /\A4/\ A4/\ Al / Zone Z O.C. Cop. Load Result \\J •_ ."9
Y tri Y P6 Y P3 Y (ft) (lbs) (in) (in) (lbs) Qty (lbs) �� ••`�\C E s• F.•
��.
A2 •••••A3 X as X A3 XA2 79.25 Al 2.4 146 N/A N/A 155 1 146 OK * 0 1 ':
Al V A4\/A4 \/Al \ ` ! AZ 7.9 473 6.00 21.00 155 5 95 OK ■
*-- __.._ A3 7.8 468 N/A N/A 155 4 117 OK =.0 ' C��. -
147.75 Aa 2.3 138 N/A N/A 155 1. 138 OK .........ti
� , TAT 0 F •irj 1
A5 7.7 463 N/A N/A 155 3 154 OK ���• P I ••��
i�F'•4.0RkV*' �, \�
s• ��0NAL1EG \
l(IIIl
Luis R. Lomas P.E.
FL No.: 62514
1 of 4 1;0/10/2017
L .
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer Masonite
Lewisville,NC 27023 Report#: 514008A
434-688-0609 Date: 10/10/2017
rllomas(a)Irlomaspe.com
Anchor Locations:
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Double door
36.38--•---•• - 36.38
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600 I I I I I I I
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79.25
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Luis R. Lomas P.E.
FL No.: 62514
2 of 4 10/10/2017
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L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer Masonite
Lewisville,NC 27023 Report#: 514008A
434-688-0609 Date: 10/10/2017
rllomas(a�irlomaspe.com
Double door with sidelites
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--- 37.50 35.36 36.38— —__ —_-.37.50-- 11
18.75 TVP.
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79.25
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Luis R. Lomas P.E.
FL No.: 62514
3 of 4 10/10/2017
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L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer. Masonite
Lewisville,NC 27023 Report#: 514008A •
434-688-0609 Date: 10/10/2017
rIlomasIrlomaspe.com
Installation instructions: I �I
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 21/2"
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 MANUFACTURERS
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 MANUFACTURERS 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 MANUFACTURERS P_UBCISHED_ __
IN--
STALLATION INSTRUCTIONS.
11 ,WHERE 1X-BUCKIS-NOT USED'-DISSIMILAR MATERIALSMUST 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