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NOTICE OF PRODUCT CERTIFICATION
v'AcxE '�oy� Company:. Masonite International Corporation Certification No.: NI007077.07
1955 Powis Road Certification Date: 05/22/2017
`� fits •i�x "' West Chicago,IL 60185 Expiration Date: 12/31/2020
Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/and w/o Impact Rated Sidelites
(w/Wood Frame or Worldwide Composite Frame'unless noted)
Specification: TAS 201/202/203-94/ASTM E330-02
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 Listin at www.Namicertification.com. NAMI's Certification Pro ram 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 Opaque 3'0"x 6'8" +60/-65 0 psf Yes NCTL-210-3102-1/ATLNC 0129.02-15/ATLNC 1012.01-16
Single Maximum Panel Size:3'0"x 6'8"
Anchor Details-MA-FL0170-07/W-1807
X O/S Opaque 3'0"x 6'8" +60/-60 3.75 psf Yes NCTL-210-3102-I/ATLNC 0129.02-15/ATLNC 1012.01-16
Single 6.0 psfMaximum Panel Size:3'0"x 6'8"
10.5 psf Z Anchor Details-MA-FL0170-07/W-1807
XX I/S Opaque 6'0"x 6'8" +50/-50.5 0 psf Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Double Maximum Panel Size:3'0"x 6'8"
Anchor Details-MA-FL0170-07/W-1807
XX 0/S Opaque 690"x 618" +55/-50.5 3.75 psf Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Double 6.0 psf' Maximum Panel Size:3'0"x 6'8"
8.25 pSf z Anchor Details-MA-FL0170-07/W-1807
XO/OX I/S Opaque Door 6'0"x 6'8" +50.5/-50.5 0 psf Door-Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-MA-FL0170-07/W-1807
XO/OX O/S Opaque Door 610"x 6'8" +55/-50.5 3.75 psf Door-Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Single w/Sidelite Glazed Sidelite 6.0 psf' Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
8.25 psf Z Anchor Details-MA-FL0170-07/W-1807
OXO I/S Opaque Door 9'0"x 6'8" +50.5/-50.5 0 psf Door-Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Single w/Sidelites Glazed Sidelite Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
g Sidelite-Yes
Anchor Details-MA-FL0170-07/W-1807
OXO O/S Opaque Door 9'0"is 618" +55/-50.5 3.75 psf Door-Yes NCTL-210-3105-1/ATLNC 0 1 29.01-15/ATLNC 1012.01-16
Single w/Sidelites Glazed Sidelite 6.0 psf' Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
8.25 pSf Z Anchor Details-MA-FL0170-07/W-1807
OXXO I/S Opaque Door 12'4"x 6'8" +50/-50.5 0 psf Door-Yes. NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Double w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-MA-FL0170-07/W-1807
OXXO O/S Opaque Door 12'4"x 6'8" +55/-50.5 3.75 psf Door-Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Double w/Sidelites Glazed Sidelite 6.0 psf' Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
8.25 pSf 2 Anchor Details-MA-FL0170-07/W-1807
I-Denotes Z-Series Threshold Design 2-Denotes High Dam Threshold Design 3-W-1815
National Accreditation & Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804)684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE:
�1 /� Lc)1111 MAS0NITE. 149°MAX. OVERALL FRAME WIDTH � Do
O
21" MAX 36.375" MAX. Q
STORMGUARD FIBERGLASS DOOR UNIT D.L.O. 37.5" MAX. Q O
PANEL WIDTH
W-8"DOUBLE DOOR WITH/WITHOUT SIDELITESWIASTRAGAL FRAME WIDTH CEMC
J
GENERAL NOTES Z §i O
1. EVALUATED FOR USE IN LOCATIONS ADHERING T ® ® ® ® O Q
THE FLORIDA BUILDING CODE AND WHERE PRESSURE CLU
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, Lc)Q)
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. THIS PRODUCT DOES NOT REQUIRE THE USE OF N C) F-
A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). oo (n -0
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 O
LLJ
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. _ --i x
4 ICS TESTING: d
TEST IDESCRIPTION DESIGNATION FACING LITE FRAME a
SELF IGNITION TEMP ASTM D1929 752 'F > 650-F 842 -F > 650-F
RATEOF BURNING ASTM 13635 0.56 IN MIN 1.28 IN MIN
SMOKE 13ENSITY ASTM 132843 53.49 70.2% o
TENSILE STRENGTH- ASTM D638 3.2% DIFF 1.8% DIFF a a
5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED):
TEST DESCRIPTION DESIGNATION RESULT u N
SELF IGNITION TEMP ASTM D1929 779 'F > 650 'F p�
RATE OF BURNING ASTM D635 0.0 IN MIN E o
SMOKE DENSITY ASTM D2843 39.07. F�
0
TENSILE STRENGTH*
ASTM D638 3.6% DIFF DOUBLE DOOR UNIT W SIDELITES a
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1 Addenda toNAMI 3 3 3>-
U)U)V)U)U)N
Cerfiliealion No.:.�8 0®io��
RmewedBy.
Date Re%lm.
1n
- ww
r
maa
1313 ® ® 13 ® ® ® 13131 1313 M0 1313 In0a z
U)oSo
>am
00 N
Li 00 Li 0 0 001100 E
I I L--==,I I E 11
I L J L L 11
SINGLE DOOR UNIT DOUBLE DOOR UN17 SINGLE DOOR UN17 SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES
WITH SIDELITE WITH SIDELITE u m¢z
WHERE WATER INFILTRATION PERFORMANCE IS DATE: 4�9�07
TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG MAX WIDTH INSWING OLTTSWING INSWING BUMPER 0 S Z-SERIES 0 S HIGH DAM 0 S ,/ J /�� SME; N.T.S.
HEE
ST # DESCRIPTION X 37.5 +60.0 -65.0 +60.0 -60.0 N/A +25.0 -25.0 +40.0 -40.0 +60.0 -50.0 Y L 7 M.BY: SWS
1 ITYPICAL ELEVATIONS & GENERAL NOTES XX 74 +50.0 -50.5 +55.0 -50.5 N A +25.0 -25.0 +40.0 -40.0 +55.0 -50.5
2 IANCHORING LOCATIONS & DETAILS OX or XO 75 +50.5 -50.5 +55.0 -50.5 N A +25.0 -25.0 +40.0 -40.0 +55.0 -50.5 CHK.B''
3 ANCHORING LOCATIONS & DETAILS OXO 112.5 +50.5 -50.5 +55.0 -50.5 N A +25.0 -25.0 +40.0 -40.0 +55.0 -50.5 KURT BALTHAZOR
;.EI:T
N A +25.0 -25.0 +40.0 -40.0 +55.0 -50.5 FLORIDA P.E. o17o-07//56533
1 OF 3
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6.— SEE DETAIL — 6" J Q(O
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3" �
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SEE DETAIL p v SEE DETAIL
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A M 6 O B a G N
6"
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I I I I I I I I I
3" 3" 3" 3" 3" 3' 3" B" I f' 6" a
SEE DETAIL #8 x 2" 3 3 3}
ASTRAGAL RETAINER BOLT HOLE 1n
m
MUST BE DRILLED THROUGH
#8 x 2" #10 x 5/8" THE THRESHOLD & INTO THE w
STRUCTURE DEEP ENOUGH a
UJ
#10 x 5/8" FOR A 1.375" THROW a a-w
#8 x 2 #10 x 1" DETAIL "E" ASTRAGAL " ¢
#10 x 2-112" ATTACH ASTRAGAL RETAINER BOLT DETAIL F" ASTRAGAL o o o
§10 x 1" STRIKE PLATE TO FRAME L) �
Ln
#10 x 5/8" AS SHOWN. a g
DETAIL "D" DETAIL "C" r,0 0
ID w
N N N¢
1 0.962' 0.124•HEAT STRENGTHENED DECORATIVE INSERT 0.124"HEAT STRENGTHENED DECORATIVE INSERT
1.375" 0.090"SAFLEK (NOA 15-1201.11) (OPTIONAL) 0.090•SAFLEK (NOA 15-1201.11) (OPTIONAL) a t
T TmtLr � 0.124'HEAT STRENGTHENED- f—•0124"TEMP. 0.124"HEAT STRENGTHENED -.0124"TEMP.
INSWING THRESHOLD BUMPER 0/S THRESHOLD 1/2-BITE 1/2B1TE �m¢Z
''.• DATE: 4/9/07
1 ± DOW 995 y DOW 995 00W 995 yam': DOW 995 SCALE-
N.T.S.
1.482" 1.75" 1.047" ^; t.:' "; ••' DWG.BY. SIMS
T T FY ERIOR ,"�1°B EXTERID INTERIOR CHK.BY:
TYPICAL GLAZING DETAIL ALTERNATE GLAZING DETAIL DRAWING NO.:
Z-SERIES 0/S THRESHOLD HIGH DAM 0/S THRESHOLD IMPACT RATED GLASS IMPACT RATED GLASS DWG-MA-FLO170-07
SHEET_L OF 3
Ln
SEE DETAILg. 3.. 6" 6" 00
"E" SHT. 2
�- 3 6" + 3.. 3" 3.. 3" O Q
_ J
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a SEE DETAIL ¢ IW- Ln U
"D" SHT. 2 - - vai Z Lf)
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¢ W
SEE DETAIL w 00
"C" SHT. 2
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A A G G H B g
6`
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3` � ads
3" 6 6" _ I�3" S _
3" 3 3 m
7- o �E
SEE DETAIL 6" 6" SIJ o
"F" SHT. 2 6" o
HARDWARE SCHEDULE a a
1. KWIKSEf SERIES 400 GRADE 3 CYLINDRICAL LATCH AND v�iu3iv3im
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
V)
ATTACHMENT DETAIL
1.25" 2. 4" X 4" FULL MORTISE BUTT HINGES. w
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MIN > t. 0.25" ppW
-MAX 1"X1/2` CORRUGATED #lOX2" WOOD SCREW a a H
SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM 3^ FROM EACH END 6 FROM EACH END D m
(FLORIDA #62514) WITH THE LOWEST (LEAST) cL_I I— AND 7" OC AND 12" OC
Z)
V) z
0
FASTENER RATING FROM THE DIFFERENT FASTENERS ,w•; gx N
BEING CONSIDERED FOR USE. JAMB, HEAD, AND S ACRYLIC a V
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CLATEXAULK
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY ACRYLIC ; 1.00
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION CAULK cL ---W
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". NN o
WOOD SCREW EDGE DISTANCE MIN 3/4".
,'•; s. COMBINATION WOOD COMBINATION WOOD
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1MIN"L MULLION (BOXED) MULLION (BOXED)
ANSI AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT 0.25^
/ -MAX ( ) ##1 ox2-1 2" (4 �J10X2-1 2'
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM wodD SCREWS t06D SCREWS
MINIMUM EMBEDMENT OF 1-1/4". EACH END EACH END
CL--� �- DATE 419107
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ate° ® SCALE: N.T.S.
TRANSFER LOADS TO STRUCTURE. ® M. BY.. SWS
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK ® ® ®® CHK.BY:
ANCHOR INSTALLATION DRAWING NO.:
INTEGRAL WOOD INTEGRAL WW DWG-MA-FLO170-07
MULLION (CHS) MULLION (CHS) sNLEr_L OF-L
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514008
434-688-0609 Date: 05/01/2017
rllomas anlrlomaspe.com
Test Report: N/A
Product: Double Door with and without sidelites 12'x6'8"(wood 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:
a. With threads present in shear plane
Fastener type:#10 wood screw (NDS 2012,TR12)
Nominal diameter: D: 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-Fr(6=0.42)
Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in
Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing strength: Fpm= 3,350 psi
Side member dowel bearing length: Is= 1.000 in Main member dowel bearing length: 1m= 1.140 in
Mode Im Mode I, Mode II Made III„ Mode III, Mode IV
qm= 636.5 lbs/in qs= 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.0014
P= 725.61 lbs P= 884 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000
KD= 2.400 Ka= 2.400 C: -427.67 C: -253.62 C: -267.7 C: -93.6
Z„= 302 lbs Z�= 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 Ko= 2.400 KD= 2.400
Duration Factor: CD= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs
Allowable Design Value CLCD): Z'= 175 lbs/anchor
Solid members w/3 w/out gap:
a. With threads present in shear plane
Fastener type:#10 wood screw (NDS 2012,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: Steel strap/clip
Side member thickness: t,= 1.000 in Main member thickness: %= 0.048 in
Side member dowel bearing strength: F� = 4,650 psi Main member dowel bearing strength: F_= 61,850 psi
Side member dowel bearing length: I,= 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= 11752 lbs/in qs= 884 lbs/in A: 0.0003 A: 0.00059 A: 0.00033 A: 0.0006
P= 13397 lbs P= 884 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000
KD= 2.400 KD= 2.400 C: -4038.9 C: -3864.9 C: -267.7 C: -93.6
Zm= 5582 lbs Z,= 368 lbs P= 2287 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
KD= 2.400 P= 2126 lbs P= 420 lbs P= 392 lbs
Min.Design value: Z= 163 lbs Z= 953 lbs KD= 2.400 KD= 2.400 KD= 2.400
Duration Factor: CD= 1.6 Z= 886 lbs Z= 175 lbs Z= 163 lbs
Allowable Design Value CZCo): Z'= 262 lbs/anchor
Fastener type: 1/4"ITW Topcon N.O.A.16-1222.06
Substrate:Hollow block Minimum embedment: 1.25 in
Edge distance: 4.00 in Tabulated shear design value: Z= 202 lbs
Edge distance: 2.00 in Tabulated shear design value: Z= 161 lbs
Actual edge distance: 2.50 in Reduction factor: 0.85 ` \„
Spacing: 4.00 in Tabulated shear design value: Z= 202 lbs \`` 't y� /Af
Spacing: 2.00 in Tabulated shear design value: Z= 164 lbs `���`�,• . • • /�
Actual spacing: 3.00 in Reduction factor: 0.91 `v E N s•i����j
Allowable Design Value CZfAN): "= 155 lbs/anchor *
Z •
_ p •, �+
Minimum anchor capacity: 155 lbs/anchor .., *• C% �7� •
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
TAT OF q,
1(1111
Luis R. Lomas P.E.
FL No.: 62514
1 of 3 5/2/2017
L. Roberto Lomas P.E.
1432WoodlordRd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514008
434-688-0609 Date: 05/01/2017
rllomas WIrlomasoe.com
Anchor calculations,minimum required anchors
36.38 36.38 Design pressure: 60.0 psf
I Max. Anchor
Area Load Ind.'
Zone O.C. Cap. Load Result
A2- Y (ft2) (lbs) (in)A2 79.25 (in) (lbs) Q (lbs)
Al Al A� 2.3 138 N/A N/A 155 1 138 OK
1 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
fi Max. Anchor
Al A4 A4 Al Area Load Ind.
Zone Z O.C. Cap. Load Result
Y Y _Y_ Y (ft) (lbs) (in) (in) (lbs) Q (lbs)
�)\ P3 P5 P3 j j 79.25 Al 2.4 146 N/A N/A 155 1 146 OK
Al Aa Aa Al Az 7.9 473 6.00 21.00 155 5 95 OK
I A3 7.8 468 N/A N/A 155 4 117 OK
147.75 A4 2.3 138 N/A N/A 155 1 138 OK
A5 7.7 463 N/A N/A 155 3 154 OK
Anchor Locations:
Double door
36.38 36.38
6.00 TYP. 6.00 T�. -18.19TYP.j3.00
6.00
13.45
MAX.O.C.
79.25
6.00
*• PD, '�t
• r
Tar of y
Xlolm le:'!
Luis R. Lomas P.E.
FL No.: 62514
2 of 3 5/2/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514008
434-686-0609 Date: 05/01/2017
rllomas�lrl0maspe.cOm
Double door with sidelites
37.50 36.3B,—_-- 36.38 — -- --37.50
18.75NP.—
6.00TR-+�— 6.00 n?.- I —18.19TP.
—_I 3.00 T?.rJ -
1 6.00
_1
I
13.45
MAX O.C.
_I
7925
6.00
1 �
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 3/16"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 INSUBSTRATES
A.WOOD:MIN MIUM ST
ECIFIC GRAVITY OF GRENGTHS LESS THAN T0. 42 INIMUM STRENGTH SPECIFIED BELOW: ` N`
B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSL J .. GEN , q .
C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. =�.� � S (P
D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
.052"THICK MINIMUM4- -C) 516. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THEDESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. AT OF
ii0'�FS O RIOPN \`�
s1ONAtIII `E �`�`.
Luis R. Lomas P.E.
FL No.: 62514
3 of 3 5/2/2017
L. Roberto Lomas P.E. _
1432 Woodford Rd. Manufacturer: Masonite '
Lewisville,NC 27023 Report#: 514012
434-688-0609 Date: 05/01/2017
rllomaslcDlrlomaspe.com
Test Report: N/A
Product: Double Door with and without sidelites 12'x6'8"(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:
a. With threads present in shear plane
Fastener type:#10 wood screw (NDS 2012,TR12)
Nominal diameter: D: 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:PVC Main member: Spruce-Pine-Fir(G=0.42)
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: Fe,= 3,350 psi
Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: 1m= 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: 0.001
P= 725.61 lbs P= 1900 lbs 8: 1.07 8: 0.57 8: 0.5 B: 0.000
Ko= 2.400 Ka= 2.400 C: -681.8 C: -253.62 C: -521.82 C: -93.6
Zm 302 lbs Z,= 792 lbs P= 510 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
KD= 2.400 P= 324 lbs P= 529 lbs P= 299 lbs
Min.Design value: Z= 125 lbs Z= 212 lbs KD= 2.400 KD= 2.400 KD= 2.400
Duration Factor: CD= 1.6 Z= 135 lbs Z= 221 lbs Z= 125 lbs
Allowable Design Value(ZCo): Z.= 199 lbs/anchor
Fastener type: 1/4"ITW Topcon N.O.A.16-1222.06
Substrate:Hollow block Minimum embedment: 1.25 in
Edge distance: 4.00 in Tabulated shear design value: Z= 202 lbs
Edge distance: 2.00 in Tabulated shear design value: Z= 161 lbs
Actual edge distance: 2.50 in Reduction factor: 0.85
Spacing: 4.00 in Tabulated shear design value: Z= 202 lbs
Spacing: 2.00 in Tabulated shear design value: Z= 164 lbs
Actual spacing: 3.00 in Reduction factor: 0.91
Allowable Design Value(ZfAN): Z..= 155 lbs/anchor
Fastener type: #10 Self tapping screw (Calculations per 2010 Aluminum Design Manual,section J.5.6)
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: Fu 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: tl - 1.000 in Thickness: 12 0.052 in
Ultimate tensile strength: F., 14 ksi Ultimate tensile strength: Ftu2 22 ksi
Nominal strength per bearing(side member): Rn=2Dt,F,u, Rn1= 5320 lbs (Eq J.5-12)
Nominal strength per bearing(main member): Rn=20t2F, Rn2= 435 lbs (Eq J.5-12)
Nominal strength per tilting: Rn=4.2(t23D)'/ZFt"2 Rn= 478 lbs (Eq J.5-13)
Nominal screw shear strength:Rn=A,F,,,/1.25 Rn= 654 lbs (Eq J.5-14)
Safety factor: a=3
Allowable shear and bearing capacity: P� 145 lbs/anchor
Fastener type: #10 Self tapping screw (Calculations per AISI-5100-07,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: A, 00151 in' Per table J3.2 of 2010 Steel Construction Manual 1,'
Side member material: Vinyl PVC Main member material: Metal fram 1
Thickness: t, 1.000 in Thickness: t2 N� S. R•, .L C1 /f
Ultimate tensile strength: Fu, 14 ksi Ultimate tensile strength: F.2 �N\J`• • 'C �•l• ���/
Nominal strength per tilting:Rn=4.2(t23[))1/2F,2 Rn= 1001 lbs (Eq E4.3.1-1) 1%; ��•�\G E tY s�••(�'!j
Nominal strength per bearing(side member): Rn=2.7Dt,F,,, Rn1= 7182 lbs (Eq E4.3.1-2 and-4) •
Nominal strength per bearing(main member): Rn=2.7Dt2Fu2 Rn2= 1280 lbs (Eq E4.3.1-3 and-5) *• 05 • y
Nominal screw shear strength: Rn=AtFn/1.25 Rn= 654 lbs
Ty '� ■ �' ■
Safe factor: n=3 ■
Allowable shear and bearing capacity: P. 218 lbs/anchor /!• ■ TAT OF
Minimum anchor capacity: 145 lbs/anchor -OI��••��0n10P
Note:Anchors with the least capacity is used for calculations to quality anchors with higher capacity. ///� /ONAL-
//1111111\0/J1rni11\1`
Luis R. Lomas P.E.
FL No.: 62514
'1 of 3 5/3/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. - Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514012
434-688-0609 Date: 05/01/2017
rllomasCEDIrlomaspe.com
Anchor calculations,minimum required anchors
36.38 36.38 Design pressure: 60.0 psf
Max. Anchor
Al Al 7 Area Load Ind.
Zone (ftz) (lbs) (in) O(in) (lbs) Q� (lbs) Result
-Y YA2 79.25
Al - _ Al 2.3 138 N/A N/A 145 1 138 OK
AZ 7.7 463 6.00 21.00 145 1 5 1 93 1 OK
72.75 A3 7.7 463 N/A N/A 145 4 1 116 1 OK
37.50 36.38 36.38 37.50 Design pressure: 60.0 psf
f Area Load Ind. Max. Anchor
Al A4 A4 Al ZoneO.C. Cap. Load Result
11(M y A5 y A3 y (ft)2 (lbs) (in) (in) (lbs) Qty (lbs)
79.25 Al 2.4 146 N/A N/A 145 2 73 OK
Al Aa Aa Al -� AZ 7.9 473 6.00 21.00 145 5 95 OK
1- i 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
A5 7.7 463 N/A N/A 145 4 116 1 OK
Anchor Locations:
Double door
36.38 - 36.38
6.00 TYP. 6.00 TYP. 18.19 TYP.
3.00 TYP.
6.00
13.45
MAX.O.C.
79.25
��itlll.l/)1
•v�G E N s�.'9CP
6.00
yD , TAT OF
i O . �.
<.� ` ZOR10P• �
�ss�+ONAt
Luis R. Lomas P.E.
FL No.: 62514
2 of 3 5/3/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514012
434-688-0609 Date: 05/01/2017
rllomas(5)[riornaspe.corn
Double door with sidelites
---37.50----' —3638— 36.38— -37.50
18.75 TYP.—
6.00TYP. 6.00 TYP.� —18.19 TYR
' 3.00 TYP.I� �-
6.00
13.45
MAX O.C.
_1
79.25
J
6.00
_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 3/16"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 010 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 111SUBSTRATES 1
ITH STRENGTHS ECIFIC GRAVITY OF GT0.42 HE MINIMUM STRENGTH SPECIFIED BELOW:
A.WOOD:MINIMUM `\\ S -R L Q,///�����
B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. � J CEN '�'9
C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. `V�.��\ SF•' '
D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI • �.
.052"THICK MINIMUM *4-.
0 51. - ri
—
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. "
TAT OF •
ss/4NA1.1E
rnil
Luis R. Lomas P.E.
FL No.: 62514
3 of 3 5/3/2017
m
HAMA
(Validator/Operations Administrator) CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
JELD-WEN.Windows&Doors
P.O.Box 1329
Klamath Falls,OR 97601
Attn: Jason Kantola
This authorization is based on the successful completion of tests,and the reporting to the AAMA Validator of the results of the tests by an
AAMA Accredited Laboratory.The product information below will be added to the next update of the AAMA Certified Products Directory.
SPECIFICATION
AAMAIWDMAICSA 101/I.S.2/A440-08 RECORD OF PRODUCT TESTED
R-PG50--913x1828(36x72)-H
Negative Design Pressure=-55 psf
COMPANY AND CODE CPD NO. SERIES MODEL&PRODUCT MAXIMUM SIZE TESTED
-DESCRIPTION
BUILDERS VINYL TILT SH_. FRAME: . SASH
JELD-WEN Windows&Doors (PVC)(O/X)(OG)(INS GL)
Code:JW 15881 (MODIF)(REINF)(TILT) 913 mm x 1828 mm 863 mm is 910 mm
(ASTM)
(3'0"x 6'0") (2'10"x 3'0").
This Certification will expire September 9,2021 and requires validation until then-by continued listing,in the current AAMA-Certified _
Products Directory.
Product Tested and Reported by: National Certified Testing Laboratories
Report No.: NCTL-110-16-114
Date of Report: September 9,2016
Evaluated for Certification: September 27,2016
h,
doc +tedLaboratodes,-Inc. .
Authorized for Certification: September 27;2016 -
JGS/JTS
ACP-04 (Rev:6/16) America rchitectural Manufacturers Association
a" MAX. MASONRY INSTALLATION
FROM MASONRY MSN.DISTANCE .
CORNERS' BLOCK FOR EDGE.2 U2•
Ja( A 2 a 1" EN
I, MIDSPAN a 3 EMBEDMENT
d•
11/4"MIN.
33.86" 0.C. EMBEDMENT
FROM EACH END
1 1/4MAX
SHIM SPACE 3 1/4°MAx
MIN.DISTANCE a SHIM SPACE
FRAME SECTION(TYP) FOR EDGE:2 1/2 2
VERTICAL SECTION J�
N II �l
v
� p .
w
o MASONRY
z BLOCK
3 �
JAMB SECTION(TYP)
—`IDSPAN OF, HORIZONTAL SECTION
EACH LITE
1va•MAX
SHLN SPACE
7q v.
I I�WINDOW WIDTH (36" MAX.)"--I av' v MaxFrame DP RATING IMPACT
3 36 x 72 +50/-55 NO
TYPICAL ELEVATION WITH FASTENER SPACING MASONRY
74
BLOCK
Installation Notes: General Notes:
1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria
2. .Use 3/16"non-countersunk Tapcon or equivalent fasteners through frame with sufficient length to of the adopted In Building Code(IBC),the International Residential.Code(IRC),the.Florida
penetrate a minimum of 11/47 into concrete or masonry at each location with a 21/2"min from edge Building Code(FBC)and the industry requirement for the stated conditions.
distance. For concrete(min.=.3000psi)or masonry(CMU shall conform to ASTM C90). 2. All glazing shall conform to ASTM E1300. . .
3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 3. At minimum;glazing shall be 1/8"annealed-airspace-118"annealed insulating glass.
to the structure. The host structure is the responsibility of the,architect or engineer of recons for the 4. Use structural or composite shims where required.
project of installation.1 x wood buck is optional by others. 5. Maximum sizes are buck sizes and do not include fin or flange.
This schedule addresses only the fasteners required to anchor thet,1 t f I Ill., Reason:I Digitally signapproving this ed by Hermes F.Norero,P.E.window to achieve the rated design pressure up to the size limitations %% ES F. i/,,�i' Date:201610.2009:27:41--0400'meet
noted. It is not intended as a guide to the installation process and does �� ••• PROJECT ENGINEER DATE:
!� 3737 Lakeport Blvd
not address the sealing consideration that may arise in different wall •'''� - -- 9/28/2016 JELFIEN
conditions. For the complete installation procedure,see the instructions = '� DRAWN BY: SCALE: laamath Falls,OR.97601
packaged with the window or go to 7 ].HAWKINS NTS Phone: (541)882-3451
.. CHECKED BY: TITLE: .
www.jeld-wen.com/resources/installation. T T N.STRAHM
ty APPROVED BY: Builders Vinyl Tilt'Single Hung ,
DISCLAIMER: - i 0 �'•.• G O OP'•'• 1GOOSSEN
This drawing and its.contents are confidential and are not to be �i .• �� �� p�RT,(P O ECT o:'
��I'orre 666 4 06
reproduced or copied in whole or in part or.used or disclosed to others �eG:�` '
except,as authorized by JELD-WEN Inc. 398 Ea&,P is A&H Suite 338 IDENTIFIER NO. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
'Da b/pfighJIO�%04 NCTL-110-16-11 BldrsVinyITSH B 20F3'
MIN.DISTANCE STEEL INSTALLATION
4" MAX. . FOR EDGE:1/2"
FROM in.embedment
CORNERS of three threads
2 3 past frame
le gauge min
Steel Stud
MIDSPAN 18 gauge min Steel Stud
1/4"MAX 1/4"MAX
33.86" O.C. SHIM SPACE .3 SHIM SPACE
FROM EACH END MIN.DISTANCE
FRAME SECTION(TYP) FOR EDGE:1/2" o
VERTICAL SECTION
N Min.embedment
of three_ threads
past frame 2
iiA*• o
z
3
to" D.C. JAMB SECTION(TYP)
MAJA1 B Rl1 HORIZONTAL SECTION
1 MAX
SHr
SHIM SPACE
18 gauge in .
Steel Stud
I--WINDOW WIDTH c36" MAX.)" s Wx Frame I OP RATINGI IMPACT
TYPICAL ELEVATION WITH FASTENER SPACING 36 X 72 +50/-55 NO
Installation Notes: General Notes:
1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria
2. For anchoring into metal framing,use#8 Grade 5 TEK Self Tapping non-countersunk screws with of the adopted International Building Code(IB.%the International Residential Code(IRC),the Florida
sufficient length to achieve a minimum embedment of three threads past the frame thickness. Locate Building Code(FBC)and the industry requirement for the stated conditions.
anchors as shown in elevations and installation details. Steel substrate min.18ga.,fy=33 ksi. .2. All glazing shall conform to ASTM E1300.
3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 3. At minimum,.glazing shall be 1/8"annealed-air space-1/8"annealed insulating glass.
to the structure. The host structure is the responsibility of the architect or engineer of record for the 4. Use structural or composite shims where required.
project of installation. 5. Maximum sizes are buck sizes and do not include fin or flange.
window
anchor the
addresses
to achieve the rl
ateddes gy the napressure upsteners uto thired e size limitations ,eS'F 1 ,�i�
noted.It is not intended as a guide to the installation process and does ��, .,.••• • PRomcr ENGINEER: DATE:
- 3737 Lakeport Blvd
not address the sealing consideration that may arise in different wall. _ .- -- 9,28,2016 JELDVEN
• \ = % DRAWN BY: scALEr i4amath Falls,OR.97601
conditions. For the complete installation procedure,seethe instructions 7 — = 1HAWKINS NTS Phone: (541)882-3451
packaged with the window or go to _ * * _ CHECKED BY. TITLE.
www.jeld-wen.comlresourcesTnstallation. T T N.STRAHM
c� APPROVED BY: Builders Vinyl Tilt Single Hung
DISCLAIMER: O =.• ( pP;'�<C/ 3 GOOSSEN
This drawing and its contents are confidential and are not to be -i P�RT,(P O ECr o
•••��I'orre L)56FW6
reproduced or copied in whole or in part or used or disclosed to others �J* ���t� , y `
except as authorized by JELD-WEN Inc.. 398 Eafttei a gi�d�H1 kpwte 338 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET 3 OF 3
nalf9I1IW� 04 NCTL-110-16-11 BldrsVinyITSH B
398 E Dania Beach Blvd.
BUILDING DROPS Suite 338
® A Perfect Solution in Every Drop Dania Beach, 8.PH
954.399.8478.PH -
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
JELD-WEN, inc.
Builders Vinyl Tilt Single Hung Window
Non-Impact Rated
for
Florida Product-Approval
Report No. 4544
Current Florida Building Code
Method: 1 —A (Certificate Method)
Category: Windows
Sub — Category: Single Hung
Product: Builders Vinyl Tilt Single Hung Window
Material: Vinyl
Product Dimensions: 36"x 72"
Prepared for:
JELD-WEN, inc.
3737 Lakeport Blvd.
Klamath Falls,-OR 97601
Prepared by: F"rO�i �'
Hermes F. Norero, P.E. `%%%%%��`S`,..•
Florida Professional Engineer#73778 ��. \,\ •- �� '�
Date: 10/12/2016
= -v • TT • � =
Contents: 'i x` •....:.••• � �
Evaluation Report Pages 1—3 �SO/,fiON
Digitally signed by Hermes F.Norero,P.E. Hermes'. 14f
Reason:I am approving this document. 0,Florida NO.73778
Date:2016.10.20 09:29:40-04'00'
BUILDING DROPS
A Perfect Solution in Every Drop Date: 10/12/2016
Certificate of Authorization:29578 Report No: 4544
Manufacturer: JELD-WEN,Inc.
Product Category: Windows
Product Sub-Category: Single Hung
Compliance Method: State Product Approval Method (1)(a)
Product Name: Builders Vinyl Tilt Single Hung Window
(Non-Impact Rated)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero; P.E. (FL#73778)for JELD-WEN,inc:
based on Method 1a of the State of Florida Product Approval, Florida Department of Business&
Professional Regulation- Florida Building Commission.
Hermes F. Norero, P.E.does not have nor will acquire financial interest.inthe company
manufacturing or distributing the product_or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions NCTL-110-16-114,signed and sealed by Hermes F. Norero, P.E. (FL#
73778)for specific use.parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the current Florida Building Code,
excluding the"High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substratematerial shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the current Florida Building Code and does not require an impact resistant
covering.
4. Siteconditions that deviate from the details of drawing NCTL-110-16-114 require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions NCTL-110-16-114 for siie and design pressure limitations..
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 3
BUILDING DROPS
A Perfect Solution in Every Drop Date: 10/12/2016
Certificate of Authorization:29578 Report No:-4544 . -
Certification_Agency: Themanufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing'under a program audited by and approved
by American Architectural Manufactures Association(FBC Org.#: CER1498).
Performance Standards: The product described herein has been tested per:
• AAMA/WDMA/CSA 101/I.S.2/A440-08
Referenced.Data: . 1. Product.Testing:performed by National Certified Testing Laboratories,Inc.
(FBC Organization#TST1589)
Report`.-NCTL-110-16-114, Report Date:09/09/2016
2. Certification Agency
American Architectural Manufactures Association
(FBC Organization#CER1498)
Installation: 1. Approved anchor types and substrates are as follows:
Through Frame Installation:
A. For concrete(Min..fc=3000 psi)or masonry(Conforms to ASTM C90)substrate where
one by(iX), non-structural,wood bucking is employed,.or where wood.bucking-is NOT
employed,.use 3/16"diameter PH ITW Tapcon type concrete screw anchors of sufficient
length to achieve minimum embedment of 1.25"into concrete or masonry:
B. For steel stud substrate(Min. 18 Ga., Min. Fy=33 ksi), use#8 PH Grade 5 Tek Screw type
installation anchors of sufficient length to achieve a minimum penetration of three
threads beyond the steel stud.
Refer to Installation Instructions(NCTL-110-16-114)for anchor spacing and more details of the
installation requirements.
Design Pressure:
Configuration Size Design Pressure
O/X 36"x 72" +50/-55 PSF
Hermes F. Norero, P.E.
Florida No.73778
Page 3 of.3
EXISTING WINDOW SCOPE O
WORK .-
1)
NEW KITCHEN CABINETS AND PANTRY INSTALLED
2) 5 NEW WINDOWS INSTALLED
3 1 NEW FRONT DOOR INSTALLED
NO PLUMBING, A/C,AND ELECTRICAL WORK DONE
m NEW WINDOW
z
C)
EXISTING WINDOW EXISTING WINDOW
z
0
0
m
x
w
=J NEW KITCHEN
czi CABINETS
z
0
NEW WINDOW
EXISTING WINDOW
\\—NEW WINDOW
EXISTING'WINDOW
NEW WINDOW NEW WINDOW
NEW FRONT DOOR