HomeMy WebLinkAboutProduct Approval NOTICE OF PRODUCT CERTIFICATION
^�\���CER71F/pq�O Company: Masonite International Corporation Certification No.: NI006900.01
ltij,ACC p
1955 Powis Road Certification Date: 01/14/2007
E, West Chicago,IL 60185 Expiration Date: 12/31/2020
N �MI joiRevision Date: 11/21/2014
Product: Fiberglass Opaque Inswing or Outswing Door w/and w/o Non-Impact Rated Sidelites
c; ��etienrt e ±
(w/Wood Frame unless noted)
�Eo PSR° Specification: TAS 202/ASTM E330/ASTM E1886/E1996
Impact Rating: Wind Zone 4-Missile Level D
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 Listine 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
Conflo-ra-71N or Maximum Design Test Impact Drawing Number&
Outswin a ue Size Pressure Pressure Rated Comments
X US Opaque 3'0"x 6'8" +85/-85 2.86 psf Yes NCTL-210-3358-1
Single Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0160-07
X O/S Opaque 3'0"x 6'8" +85/-85 10.5 psf Yes NCTL-210-3358-1/CTLA-772W
Single Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0160-07
XX US Opaque 6'0"x 6'8" +50.5/-50.5 2.86 psf Yes NCTL-210-3105-1/210-3314-1A.CTLA-772W-2
Double Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FL0160-07
XX O/S Opaque 6'0"x 6'8" +55/-50.5 6.00 psf Yes NCTL-210-3105-1/210-3314-1A.CTLA-772W-2
Double 8.25 psf* Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FL0160-07
XO/OX US Opaque Door 6'0"x 6'8" +50.5/-50.5 2.86 psf Door-Yes NCTL-210-3105-1/210-3314-1A.CTLA-772W-2
Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FL0160-07
XO/OX O/S Opaque Door 6'0"x 6'8" +55/-50.5 6.00 psf Door-Yes NCTL-210-3105-1/210-3314-1A.CTLA-772W-2
Single w/Sidelites Glazed Sidelite 8.25 psf* Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FL0160-07
OXO US Opaque Door 910"x 6'8" +50.5/-50.5 2.86 psf Door-Yes NCTL-210-3105-1/210-3314-1A.CTLA-772W-2
Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FL0160-07
OXO O/S Opaque Door 910"x 6'8" +55/-50.5 6.00 psf Door-Yes NCTL-210-3105-1/210-3314-1A.CTLA-772W-2
Single w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FL0160-07
OXXO US Opaque Doors 12'4"x 6'8" +50.5/-50.5 2.86 psf Doors-Yes NCTL-210-3105-1/210-3314-1A.CTLA-772W-2
Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 698"
Anchor Detail-MA-FL0160-07
OXXO O/S Opaque Doors 12'4"x 6'8" +55/-50.5 6.00 psf Doors-Yes NCTL-210-3105-1/210-3314-1A.CTLA-772W-2
Double w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-No Maximum Panel Size:390"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FL0160-07
*Deno �esign
mr _ atin (Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 2 2
Tel: (804)684-5124/Fax: (804) 684-5122
AUG 1 1 201
PEMAl-1r iilgG NAMI AUTHORIZED SIGNATURE:
St. Lucie County, FL
CL 00
149 MAX. OVERALL FRAME WIDTH CCC
o
21" MAX 36.375" MAX. O
SIDE-HINGED FIBERGLASS DOOR UNIT -D.L.O.- PANEL WIDTH- 37.5" MAX. p
6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITESW/ASTRAGAL I FRAME WIDTH �J
GENERAL NOTES ¢ p
7. EVALUATED FOR USE IN LOCATIONS ADHERING T ® ® ® ® F- p
THE FLORIDA BUILDING CODE AND WHERE PRESSURE Z C)U
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, _
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. Lr)C,.)
2. Lo
WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), "�
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. °��. "a O
of
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, X ¢ W
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), <p
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE
PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED = - p O =
ON PANELS WITH NON-IMPACT GLASS. W to ® �,
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
POLYSTYRENE CORE FLAME SPREAD INDEX OF 15
AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84. w
5. PLASTICS TESTING OF FIBERGLASS FACING: Q o
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP ASTM D1929 752 'F > fi50 'F "m
RATE OF BURNING ASTM D635 0.56 IN MIN
�^N
SMOKE DENSITY ASTM D2843 53.4% m
TENSILE STRENGTH- ASTM D638 3.2% DIFF o
6. PLASTICS TESTING OF LITE FRAME MATERIAL:
TEST DESCRIPTION DESIGNATION RESULTa
SELF IGNITION TEMP ASTM 01929 740 'F > 650 'F pOUBLE DOOR UNIT W SIDELITES a a
RATE OF BURNING ASTM D635 0.77 IN MIN Adkn&nIDWSJ �to Ln In}
SMOKE DENSITY ASTM D2843 13.4%
m
tn'tn V1 N
TENSILE STRENGTH- ASTM D638 -7.50% DIFF CeIGfiTaWN0: N1cc&_9o,6-�f
+ COMPARATIVE TENSILE STRENGTH AFTER WEATHERING ��' L-._- 0 I0 Z
4500 HOURS XENON ARC METHOD 1 Da!6A6NS q / Z Z
. IMPACT GLAZI MINATE MIAMI DADE BCCO NOA 09-0127.13 U �Q
V) �
W
�Fw.'"a
goo
13 ® 13 13 ® 1313 1313 ® 13 ® ® 130 Uallo z
IIIj'II�II��� W0
e� �e 9� LL�I �B J W Q >_N>
¢OnZ� LJ
(
D00 U IT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT WISIDELITES
WITH SIDELITE WITH SIDE" o U m¢z
WHERE WATER INFILTRATION PERFORMANCE IS Dgte 1/5/07
TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIC MAX WIDTH INSWING OUTSWINO INSWING OUTSWING OUTSWING• ,/ w /J '; SCALE: N.T.S.
SHEET # DESCRIPTION X 37.5 +85.0 -85.0 +85.0 -85.0 +19.0 -19.0 +70.0 -70.0 +70.0 -70.0 7 L f� 7 DWG.BY. SINS
1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5
2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 CHH.D
3 ANCHORING LOCATIONS & DETAILS OXO 112.5 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 KURT 13ALTHAZOR DRAWING NO.,
OXXO 149 +50.5 -50.5 +55.0 -50.5 +19.0 -79.0 +40.0 -40.0 +55.0 -50.5 FLORIDA P.E. DWG-MA-F -07
• High Dam Threshold Design /56533
SHEET_L OF_23__
u7
6" SEE DETAIL6"
0
3"
3• E.,
I I I I 16" 6 —� 6 6" I I I { 6" 6"
f U
L
U
n 3,. oLo
Z _
M N — w U
Lo
h W U O C3)s SEE ETAIL g
a ^
— — u) D" — —
LLJr
a
SEc.E DETAIL � p w SEE DETAIL
_ uj
W w N
Bo _
_ d• dG _ a z G
o
C,
gUw w 2�
m m
o 'a
_ o
I 3
1 6" 6"
3' 3.. �3" 3,. 3" a a
6 SEE DETAIL 6 Addend=b MIA --Of (A'j,
F,• S T1s s m
CB(UI.c2ti0D ND.. Ni 60v111n en I
R '
of lu
#8 x 2- 1/2" UatsRea o/za 1 i. Z z'
U W Q
amu'
ASTRAGAL RETAINER BOLT HOLE go o m
MUST BE DRILLED THROUGH �'EL 0 uj o
#10 x 2" 6jj;rTHE THRESHOLD & INTO THE Q �
#8 x 2-1/2" STRUCTURE DEEP ENOUGH N z a
DETAIL "E" ASTRAGAL FOR A 1.375" THROW o _
#10 x 5/8'" ATTACH ASTRAGAL RETAINER BOLT
#8 x 2-1/2" #10 x 3/4" STRIKE PLATE TO FRAME DETAIL "E' ASTRAGAL co r,
10 x 5/8" oo '
p # /
#10 x 3/4" AS SHOWN. w N m
/�
0.124"ANNEALED DECORATIVE INSERT pt a.
#1 O x 2" 0.090"SAFLEx IIIC (OPTIONAL) DOW 832
r
FRAME / DOOR 0.124"ANNEALED .0124'TEMP. PHS
f
DETAIL "D" DETAIL "C" s x 1-1/ o v m iz
TYPICAL16
1
DATE: 1/'j Q7
I { •�p'v.; DOW 832 SCALE; N.T.S.
1 0.962" DOW 832 ••
P.•..
{ �„ 1.75" 1.047 .�A y„ DOW 832 s;'Ai DWG.BY: SNS
7.375"
3�_�I�`� •:. -••:• ., .•.,
E%TERIOR 1MERIQB EXTERIOR •" INTERIOR CHK.BY:
T T T TYPICAL GLAZING DETAIL TYPICAL GLAZIiJG DETAIL DRAWING NO.: "-_I
INSWIN! THRESHOLD OUUTSWING THRESHOLD HIGH DAM 0/5 THRESHOLDDWG-MA-FLO160-071
IMPACT RATED GLASS NON—IMPACT GLASS _ I..
SHEET 2 OE
6"SEE DETAIL 3" — 6" 00
"E" SHT. 2 ¢ -
—� 3"-� 3 3 �3", O �c00
I II II I I II I Q
{ I I zJ
I—6.. 6., — — I—6" 5.—� O �
I 6" 4 ¢ c O
u _ "c C�
" y W Q
Ld U Z Q=
a SEE DETAIL a Ln U
rn "D" SHT. 2 — — cn Z Ln
J J O 0)1--
? ® J co
¢ Q LL1
SEE DETAIL w _ o
"C" SHT. 2 A — w B
o ' Of
cl
6" — — °
r6"
I I I I I I I I I I g�� � �o
Wz
— m N
3"
SEE DETAIL6^ 6" n u o
"F" SHT. 2 g^ o
a %.I
ATTACHMENT DETAIL (n rn w V)
zt
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, vv)WIMiu�im
SIGNED AND SEALED BY LUIS R. LOMAS, PE =v
(FLORIDA #62514) WITH THE LOWEST (LEAST) `o 0 z
FASTENER RATING FROM THE DIFFERENT FASTENERS J a
BEING CONSIDERED FOR USE. JAMB, HEAD, AND �w
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE a
#10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL z
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHORn W w
LOCATION. TAPCON EDGE DISTANCE- MIN 2-5/8". HARDWARE SCHEDULE <L.�cDa aj
v)za
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND _
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG AT 5-1/2" CENTERLINE, o o w
CORRUGATED FASTENERS LOCATED 3" FROM EACH END 2. 4" X 4" FULL MORTISE BUTT HINGES. ^NNmo
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD o
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM
12" O.C.
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" 1.25" o v m¢o
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN _p•2g MIN H f' —0.25" Z
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MAX SHIM + ldumtoNAMI DATE: 1/5/07
MINIMUM EMBEDMENT OF 1-1/4".
CL—� I— : CL—I I— �•, CoocetialNG.: rv.rad� oo_�� SCALE: N.T.S.
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ,T: ,rF Daie�� - DWG.BY. SWS
TRANSFER LOADS TO STRUCTURE.
CHK.BY.
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. DRAMNG NO.:
TYPICAL WOOD BUCK TYPICAL MASONRY DWG-MA-FLO160-07
ANCHOR INSTALLATION ANCHOR INSTALLATION
SHEET 3 OF 3
L1 NOTE:MULLION DESIGNATIONS(MULLION"A",MULLION"B"AND MULLION'C")PROVIDED
GEOMETRIC IN DETAILS 111,211 AND 311 ARE PROVIDED ONLY TO ILLUSTRATE THE C3 0
SHAPES // \\ DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS.ALL MULLIONS
INCLUDED FENESON A
PRODUCTPIER SHOWN IN THE REFERENCED DETAILS MAY BE ANY MULLION APPROVED HEREIN.
L
/ SEPARATE APPROVAL \\ W 1
456 12 F-
4�8 15 MULLION 4 5 (~j
A. MULLION 0
OR
SUBSTRATE
3 2 a
3 456 12
q 4 4 5 FENESTRATION ¢
FENESTRATION PRODUCT PER PRODUCT PER MULLION
SEPARATE APPROVAL SEPARATE OR
W 1 APPROVAL SUBSTRATE
MULLION MULLION 456 12 MULLION 46 15 ' w
C. 4 5 'A' MULLION
FENESTRATION
FENESTRATION FENESTRATION FENESTRATION .A. PRODUCTPER
L2 PRODUCT PER PRODUCT PER PRODUCT PER W2 Ll SEPARATE z W N
SEPARATE SEPARATE SEPARATENESTRATION PRODUCT PER APPROVAL'
APPROVAL APPROVAL APPROVAL SEPARATE APPROVAL e
456 12 458 12 W2
4 5 4 5 458 12 a�J
4 5 �j rn O
W
J
Z
J 4
IZHJ WO 3
�W3 W4 W5�1 F---- -L1 �I F�W1 W2 '0LL�W o
Lu UJI
e Q=)LU
¢Q
NOTES: NOTES: NOTES: J m K Fg7
1. NUMBER OF FENESTRATION PRODUCTS UNDERNEATH TRANSOM MAY BE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY BE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY l'y s
UNLIMITED PROVIDED THAT MULLION LMMATIONS NOTED HEREIN ARE NOT MULLED TOGETHER AS SHOWN PROVIDED THAT MULLION BE MULLED TOGETHER AS SHOWN PROVIDED THAT r''r 4
EXCEEDED. LMITATIONS NOTED HEREIN ARE NOT EXCEEDED. MULLION LMITATIONS NOTED HEREIN ARE NOT a y
EXCEEDED.
2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL BE PER 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL 104�4
SEPARATE APPROVAL. BE PER SEPARATE APPROVAL. 2. ANCHORAGE OF FENESTRATION PRODUCTS TO U
MULLIONS SHALL BE PER SEPARATE APPROVAL. S s
3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM q 'a
SCHEDULES. DESIGN SCHEDULES. 3. ALLOWABLE DESIGN PRESSURES SHALL B�
DETERMINED FROM DESIGN SCHEDULES.. �
4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS: 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED
AS FOLLOWS: 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE
4.1. MULLION'A' DETERMINED AS FOLLOWS:
4.1.1. MULLION SPAN=Li 4.1. MULLION°A'
4.1.2. TRIBUTARY WIDTH=(W1+W2y2 4.1.1. MULLION SPAN=L7 4.1. MULLION'A'
4.2. MULLION'B' 4.1.2. TRIBUTARY WIDTH=(WI+W2v2 4.1.1. MULLION SPAN=L7
4.2.1. MULLION SPAN=L2 4.1.2. TRIBUTARY WIDTH=(W1+W2)12
4.2.2. TRIBUTARY WIDTH=(W3+W4u2
4.3. MULLION'C'
4.3.1. MULLION SPAN=L3
4.3.2. TRIBUTARY WIDTH=(W4+W5W FENESTRATION PRODUCTS FENESTRATION PRODUCTS
2 MULLED VERTICALLY 3 MULLED HORIZONTALLY Robed,I.Amoruso,P.E.
MULLED FENESTRATION Florida P.E.No.49752
EXTERIOR ELEVATION SHOWN
EXTERIOR ELEVATION SHOWN
PRODUCTS WITH TRANSOM 1 1 LSPHES","?p
1 EXTERIOR ELEVATION SHOWN .\. E SE O�Go�'
ND 49752
s�'0os`osoN6A�a�'°�`a
4.388" co
0TYP. m
0
YP. cn
0.726" 0.726"
0.476" 0.476"
`O 0.125" 0,125" U
m w
I �
1.000" 2.110" 0.125" 2.110" jr 0.125" o-
1.000" 1.375
�" �-2.311-- 1 $
t
-rlt
5.500"
0.312" 0.375" 3.000" o r
o p 0
3.000" 0.125" o o o w o
N 0.438" FOR USE 0.438" FOR USE w
ANCHOR LOCATION,0.750" umi N WITH 1"X 4" ° m WITH 1"X 4"U o
TYPICAL I: O MULLION
C4 M MULLION in In L o ,
e � � 1� ¢VJ
r Z
1 X 3"MULLION
'G T'
CLIP m_o w
1 6063 T8 ALUM. LLJ
6063-T6 ALUM. ° J m J a Z
Z O j Z z
Zmt6Mw
I'---�I--1.000" 1.950" ANCHOR�I� LOCAnON, ANCTYPICAL
� LOCATION, 3 Q '0-
0.975'
O �
I I 0.975" O LL a
ANCHOR LOCATION, P9^ 5.500" �+Y m o �®
TYPICAL ¢Z v $
3.000" g z p
0.125" 0.110" ° p
4.000" 1
-I- o FOR USE FOR USE o
4.340" m 0.438" Ln N 0.438" umi 04 WITH 1"X 3" wa
0.970" n m WITH 1"X 3" n Io o.
C14
MULLION ri MULLION
U
°LLJ Uel
ci
2 1"X 4"MULLION + TYPIPICAL LocAnoN, �� 6
ANCHOR LOCATION,
TYPICAL
606&T6 ALUM. 1.685"
29"
'GOAL-POST'CLIP PLATE F T-CLIP C-CLIP
4 6063-T6 ALUM. v 6061T6 ALUM. 6063-T6 ALUM.
Robert J.Ammo,P.E.
Flodda P.E.No.48752
°°111111111°
�4a`0�SWES,q°10ri
No 497II52 "i o
;0' T TEu-
rf�°S's01dA�1Er1°°0ae
V x3"or 1"x4"MULLION 1"x 3"or 1"x 4"MULLION
#10 SMS OR SDS o <
#10 SMS OR SDS WITH FULL THREAD o
WITH FULL THREADj j
PENETRATION INTO
PENETRATION INTO �
MULLION �/3//� 1381, 13" MULLION w a
4 8 ig
of
a
O O m
o r�
#10 FLATHEAD 2" 2' S 0
SDS,(4)PER CLIP #10 FLATHEAD #10 FLATHEAD
SDS,(4)PER CLIP SDS,(4)PER CLIP a w
�w o
3 4" �I <'Z o
1"x3" or1"x ww Z
4"MULLION 1"x 3" 1"x 4" z 0 .=) < Z I
zm <
MULLION MULLION w-w�m m
TYPICAL ATTACHMENT AT 1"X 3"MULLION ATTACHMENT AT 1"X 4"MULLION ATTACHMENT AT o w=g=
1 MULLION INTERSECTION W/C-CLIP 2 MULLION INTERSECTION W/C-CLIP 3 MULLION INTERSECTION W/C-CLIP �Y
\_V VERTICAL SECTION 4 SIDE ELEVATION 4 SIDE ELEVATION QJ 2 z H q-gg
z �
SUPPORTING SUBSTRATE(SEE ANCHOR SCHEDULE) a a
NN
V/E � 3EDGE EDGE 1EDGE EDGE EDGE T. DIST. DIST. 4 DIST. DIST. DIST. ANCHORS PER
SCHEDULE,(4)PER
CLIP
EMBED. EMBED. EMBED.
ANCHORS PER ANCHORS PER 1 2"
SCHEDULE,
I
SCHEDULE,(4) SCHEDULE,(4) O 1, O
PER CLIP PER CLIP2" 2" Robert J.AmmooD,P.E.
FIo Wa RE No.48752
#10 FLATHEAD #10 FLATHEAD #10 FLATHEAD
SDS,(4)PER CLIP .,(SDS,(4)PER CLIP SDS,(4)PER CLIP ` q°s suffpfI,oJRMES
3" eche
I 4 R�V,•'�G E i11s D,p°°o
'�71 4» �I �fro; � F''•;G�%
1"x 3"or 1"x ;
No 49752 :o
4"MULLION 1"x 3" 1"x 4"
MULLION MULLION a:D' T 7E"F �•'
TYPICAL ATTACHMENT 1"X 3"MULLION 1"X 4"MULLION S,
4 WITH T-CLIP 5 ATTACHMENT WITH T-CLIP 6 ATTACHMENT WITH T-CLIP {c+s,•�p R%OPCj��6°�
\,:4j VERTICAL SECTION 4 SIDE ELEVATION 4 SIDE ELEVATION oaea`o�es�NAjp6N°°°°
SUPPORTING SUBSTRATE CD 0
(SEE ANCHOR SCHEDULE) �?
1.95" ANCHORS PER
SCHEDULE EXCEPT #
EDGE EDGE
FOR ANCHORS-TO U
" CONCRETE BLOCK w
DIST. DIST. #10 FLATHEAD 1.375 p
EMBED. ANCHORS PER SDS,(4)PER CLIP (CMU)OR CONCRETE a
SCHEDULE EXCEPT
FOR ANCHORS TO p p
CONCRETE BLOCK o
(CMU)OR CONCRETE
14„
/ INTERIOR o 0
3 8 MIN. NOTE:'GOAL-POST CLIP AND ? o
CLIP PLATE SHALL NOT BE 1"x 3"or
1" 3/8" MIN. USED WITH 3/16"TAPCONS 1"x4"
FOR ANCHORAGE TO MULLION ma
CONCRETE OR HOLLOW Q o o w
CONCRETE BLOCK.MAY BE ^ , Q
EXTERIOR I I USED ONLY FOR s Z o
Z
C13 C6
#10 FLATHEAD ANCHORAGE TO WOOD, �u w I- g
SDS,(4)PER CLIP ALUMINUM OR STEEL. oa LL�?
a RA
Lu
'y Y Q Z Ufil
1"x3"ori"x4"MULLION
5 co
TYPICAL ATTACHMENT WITH TYPICAL ATTACHMENT WITH Y a
1 'GOAL-POST'CLIP 2 'GOAL-POST'CLIP a I �
5 SIDE ELEVATION 5 SECTION U. Me
Robert J.Amoroso,P.E.
Florida P.E.No.48752
q°°EII!OA111"
1 Sik ES ��oe
:t '�i19 eo
.�C E IV S;F,��G�si
No 49752
NOTICE OF PRODUCT CERTIFICATION
¢ 1r', "r CERTIFICATION NO: NI011567.02-R1
Q ` 60� DATE: 05/23/2013
CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
V.4.
4 c CODE: 822-1
`F �PRaoJ� � REVISION DATE: 08/13/2013
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN "Premium Atlantic Vinyl Single Hung"
3737 Lakeport Boulevard Impact Rated Vinyl Single Hung Window
Klamath Falls, OR 97601 (Fin&Flange Installation)
Configuration:O/X
Glazing:IG-1/8"Annealed Glass/Laminate-
1/8"Annealed Glass/0.090"SentryGlas®Plus Interlayer by
DuPont/l/8"Annealed Glass or IG-1/8"Annealed
Glass/Laminate-1/8"Annealed Glass/0.090"PVB by
DuPont/l/8"Annealed Glass
Frame: W-1324mm(52.13") H-1905mm(75")
Sash: W-1254mm(49.38") H-946mm(37.25")
SPECIFICATION PRODUCT RATING
TAS 201/202/203-94 Design Pressure: +50/-60 psf
Large Missile Impact Rated
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3874-1
Expiration Date: April 30,2017
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804) 684-5124
Fax: (804) 684-5122
1+'O.C.MAX* 5.5*MAX.x. STEEL INSTALLATION
THOU JAMS CORY MIN.DISTANCE
CORNERS FOR EDGE:1/2°
2 Min.embedment
of three threads
3 Past frame
Ie gauge min
1D.6'O.C. Steel Stud 18 gouge min
MAX.TNRu Steel Stud
.0NB HI MAX
SHIM SPACE 1/4"MAX
SHIM SPACE
22mm MIN.DISTANCE rZ
2mm FOR EDGE:1/2" a
3mm 3mm
Min.embedment
of three threads 3
past frame
D GLASS BITE
CI 13.mm
I
i
I i
GLAZING DETAIL JAMB SECTION(TYP)
I
FRAME SECTION(TYP) HORIZONTAL 5ECTION
VERTICAL SECTION
NOTE:CmM1 bnnr+n Nvllirg Flmye 6 Wmd Op"rting.
1/a"Max
SHIM SPACE
F FHOY NAX. IS gauge min II
CORNERS Steel Stud
s PREMIUM ATLANTIC VINYL SH WINDOW
Min.embedment I
2 of three threads Max Frame DP RATING IMPAC
past from 521/8 x 75 +50/-60 YES
T
WINDOW WIDTH(32 1/D'YAX.)---� MIN.DISTANCE
TYPICAL ELEVATION WITH FASTENER 5PACING FOR EDGE:1/2" LARGE MISSILE IMPACT
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 TEK Self Tapping screws with sufficient length to achieve a of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida
minimum embedment of three threads past the frame thickness. Steel substrate min.18ga.,fy=33 ksi. Building Code(FBC)including HVHZ and the industry requirement for the stated conditions.
3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300.
to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing is 3mm annealed-11 mm airspace-3mm annealed-2mm PVB Interlayer by
project of installation. DuPont-3mm annealed.
4. Use structural or composite shims where required.
This schedule addresses only the fasteners required to anchor the J%%1111111111
window to achieve the rated design pressure up to the size limitations 0% "*/
noted. It is not intended as a guide to the installation process and does �� ,Q � PROJECT ENGINEER: DATE:
08/13/2014 iELj�N 3737 Lakeport Blvd
not address he sealing consideration that may arise in different wall
conditions. For the complete installation procedure,see the instructions �� �,� •.�O DRAWN BY: SCALE: Klamath Falls,OR.97601
packaged with the window or go to 7 = D.Vezo NTS Phone: (541)882-3451
CHECKED BY: TITLE:
www.jeld-wen.com/resources/installation. _ �k * = J. Kantola
'v T T = APPROVED BY: Premium Atlantic Vinyl Impact Single Hung Window
DISCLAIMER: W
This drawing and its contents are confidential and are not to be �,� L O OP;: ���. P RT P o ECT a
reproduced or copied in whole or in part or used or disclosed to others ��� �p E NO-0105� ��� � �
except as authorized by JELD-WEN Inc. 398 E!4 �gto 388 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET 3 OF 3
�"'N NCTL210-3874- -FBC �O
4*MAL
NAIL FIN INSTALLATION
FRO 11/2"MIN.EMBEDMENT
CORNERS
2 2X WOOD FRAME
YIDSPAN MIN.DISTANCE MIN.DISTANCE
FOR EDGE:3/a' FOR EDGE:3/4"
Ie.7s•o.o
TI6tu
NAIL nN
MAX 1/4°MAX 3 2X FRAME O/OE 3
SHIM SPACE
22mm 2
zmm 1/4"MAX
3mm 3mm SHIM SPACE
11/2"MIN. 0 O
EMBEDMENT
�e 0
GLASS
13.mm n
g I ��
I i�
i
GLAZING DETAIL
FRAME SECTION(TYP) JAMB SECTION(TYP)
VERTICAL SECTION HORIZONTAL SECTION
l� NOTE:O knenrem Nmuy NNi &W°°d Op,rvN. NOTE:Caulk between Nailing Flanged Wood Opening.
SHIMMAX
SHIM SPACE 3
YIDSPAN FRO ' MIN.DISTANCE
CORNERS FOR DISTANCE: PREMIUM ATLANTIC VINYL SH WINDOW
2 2X WOOD FRAME Max Frame I DP RATING IMPACT
-WINDOW WIDTH(52 1/8•YAx) 11/2"MIN.EMBEDMENT 52 1/8 x 75 1 +50/-60 1 YES
TYPICAL ELEVATION WITH FASTENER SPACING LARGE MISSILE IMPACT
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#10 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1 of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida
112"into the wood framing. For 2X wood frame substrate(min.S.G.=0.42). Building Code(FBC)including HVHZ and the industry requirement for the stated conditions.
3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM El 300.
to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing is 3mm annealed-11 mm airspace-3mm annealed-2mm PVB Interlayer by
project of installation. DuPont-3mm annealed.
Digitally signed by Hermes F.Norero,P.E. 4. Use structural or composite shims where required.
Reason:I am approving this document
Date:2014.09.19 16:25:32-04'00'
This schedule addresses only the fasteners required to anchor the
window to achieve the rated design pressure up to the size limitations
noted. It is not intended as a guide to the installation process and does �� �� PROJECT ENGINEER: DATE: 3737 Lakeport Blvd
not address he sealing consideration that may arise in different wall �� �� DRAWN BY: SCALE:-- 08/13/2014
conditions. For the complete installation procedure,see the instructions �� •�,• ••�� ' J ELDWEN Klamath Falls,OR.97601
D.Vezo NTSPhone: (541)882-3451
packaged with the window or go to p. 7
CHECKED BY: TITLE:
www.jeld-wen.com/resources/installation. _ J. Kantola
T T = APPROVED BY: Premium Atlantic Vinyl Impact Single Hung Window
DISCLAIMER: -)3-
This drawing and its contents are confidential and are not to be % ,n ••., O OP:� WOO
RT PRO E o
reproduced or copied in whole or in part or used or disclosed to others # P.E. N �O
��� OD
except as authorized by JELD-WEN Inc. 398 E DD to 338 IDENTIFIER NO. I PLANT NAME AND LOCATION: CAD DWG.No.: REV: 00 SHEET
9b�p� t, daa NCTL210-3874- -FBC 1 O—F1
NOTICE OF PRODUCT CERTIFICATION
r"' 4t��0 CERTIF/CgTO
i t
c' kQ� �u peck '1'
CERTIFICATION NO: NI011479-R1
DATE: 02/26/2013
2 N� CERTIFICATION PROGRAM: Structural
V
COMPANY: JELD-WEN
CODE: 822-1
c�R��1Eo Pfio�G�
REVISION DATE: 01/04/2016
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAM if any corrections'are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN Series "Premium Atlantic Vinyl
3737 Lakeport Boulevard 3800 Bypass"Vinyl.Sliding Patio Door
Klamath Falls, OR 97601 w/Fin or Flange Installation
Configuration: OXXX
Glazing:IG-3/16"Tempered Glass/Laminate-3/16"
Annealed Glass/0.090"DuPont SGP Interlayer/
3/16"Annealed Glass
Frame: W-4842mm(190.63") H-2426mm(95.50")
Panel: W-1286mm(50.63") H-2360mm(92.88")
DLO: W-1048mm(41.25") H-2179mm(85.75")
SPECIFICATION PRODUCT RATING
TAS 201%202%203-94 Design Pressure: 2394 Pa (50 psf)
Large Missile Impact Rated
Small Missile Impact Rated
Product Tested By: National.Certified Testing Laboratories
Report No: NCTL-210-3851-2
Expiration Date: December 31,2020
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Bayes,VA 23072
Tel: (804) 684-5124
Fax: (804)684-5122
MASONRY INSTALLATION
MSN.EDGE:2CE 8L=. Y MW DISTANCE
FROM EDBE:21/r BLOCK' �F0.0M EDGE VL"
d -..
• .b
e
d 3 SUA•Mw.
.A EMBEDMENT
29.5'O.C.MAX. SFROM i
TNRU JAYD-I------ CORNERS 11/4'MIN
EMBEDMENT1/4'MAX
SHSM SPACE SHIM SPACE
2Y.575•
O,C.MAX.
THRU MIN.DISTANCE' rLa �. p
'FROM EDGE:2U2' 1_7 .
.mm ❑ -7
a
�
4J= t7—
V' I
1 oow sae •d.
MIN.USTANCE MA n
r� 1 FROM EDGE:21/2'GLAZING DETAILWOOD FRAME 5ECTION(NP) BLOCK '
vER 1TCAL SECTIaN FRAME JAMB SECTION{TyP)
'I. DOOR`WiDTN,(190:825'MAX,) HORIZONTAL SECTION J.
TYPICAL ELEVATION.WITH FASTENER SPACING
TWO, o THREE AND FOUR PANEL
CONFIGURATIONS APPROVED SH[tiSPME
t
�• Q uu•Mva
n d e d EMBEDR.ENr
2 SLIDING PATIO DOOR
MSN,DISTANCE ` MSN DISTANCE Max Frame, DP RATING IMPACT
FROM IN,DrS E�2 V2 `'O FROM EDGE:21/T
aLm 190 518" x.95 112" +l-50 I YES
Installation Notes: General Notes: Large and Small Missile.Impact
1. Seal flange/frame to substrate, 1. The product shown herein.is designed,tested and manufactured to comply with the wind load criteria of
2. Use,(2)-3116"Tapcon or equivalentfasteners through frame,per location with sufficient length to the,adopted International:Building Code(IBC),the International.Residential.Code(IRC),the Florida
penetrate a minimum of 11/4"into concrete or masonry or each location with a 21'12"min.distance. Building Code(FBC)including HVNZ and the industry requirements for the stated conditions.
from the edge. For concrete(min.fc=3000 psi)or masonry'substrate(CMU shall conform to ASTM 2. All glazing shall conform to ASTM E1300.
C90). 3. At minimum,glazing is 3116"tempered-airspace-3116"annealed-0.09"SGP Interlayer by DuPont-
3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 3/16"annealed.
to th.e 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. Installation methods can be interchanged within the same opening.
6. An impact protectiver system is not required where wind borne debris protection'is mandated by local
window t Bule achieve addresses
ratedonly
design pressure psteners ut the size limitations ��' �StF.t"drr'fi� 7. Maximbuildinumcode.
sizes are buck sizes and do not include fin or flange.
noted. Itis not intended as guide to the installation process and does �� pROIELT ENGINEER: DATE:
not address he sealing consideration that may arise in different wail ��; �� 'Q '- 02/25/i3ELI '�ITEN 3737 Lakeport Blvd..
conditions. For'the complete installation procedure see the instructions : O �• DRAWN BY: SCALE: Klamath Falls '0R.97601.
-� O. 7 •_ • t).Vezo NTPhone: 800 535-3936
packaged with the window or go to ,. ( )
www.jeld-wen.com/resources/installation. = T T . CHEO(ED BY: TITLE:
J. Kantola
DISCLAIMER: ��O �••;•�4U APPROVED BY: Premium Atlantic Vinyl Sliding Patio Door 0)=
This draw.,Ing and its contents are confidential and are not to be 'i ', '•• �•'' . a� '��! p RT P O Masonry Installation (190 1J2"x95,1j2")
�� es"•Nbfre L7Y�4 Fir
reproduced or copied in whole or in part or used or disclosed to others n N r7"��� ��� U
except as authorized by JELD-WEN Inc. 388 Shite 99a IDENTIFIER No. PLANT NAME AND LOCATION: CAD OW6.No.: REV: SHEET
�Y°Pf41 � 04 NCTL210-3851- -FBC Venice, FL 00 8 OF 4