HomeMy WebLinkAboutproduct approval NOTICE OF PRODUCT CERTIFICATION
O
CER7/F/Cq
CERTIFICATION NO: NI014131.05-R1
J oz' DATE: 06/19/2018
, a CERTIFICATION PROGRAM: Structural
t. #
COMPANY: Southeastern Door
t,��►,way"s` CODE: 684-1
1F�p�,PRo f-f REVISION DATE: 12/14/2020
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
Southeastern Door Company Series "Atlas HP"
1505 Commerce Lane Aluminum Sliding Glass Door
Jupiter,FL 33458
Configuration:OXXXXXP
Glazing:Insulating Glass(Tempered
Frame: W-7315mm(288") H-3061mm(120.5")
Panel: W-1219mm(48") H-2996mm(117.94")
DLO: W-1083mm(42.63") H-2834mm(111.56")
SPECIFICATION PRODUCT RATING
TAS 202-94 Design Pressure: f2400 Pa(50 pst)
Water Penetration Resistance Test Pressure:is
Pa(9.75 pst)
File OjOw
Product Tested By: Blackwater Testing, Inc. A PNEVt--�2107-672�
WED FOR
Report No: BT-SED-16-001
Expiration Date: September 30,2022 �®®� COMPLIANCE
ST. LTeocc
1E COUNTY
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
SOUTHEASTERN DOOR COMPANY s
ATLAS HP SERIES SLIDING GLASS DOOR SOUTHEASTERN DOOR COMPANY
1505 COMMERCE VWE
(HVHZ) (NON-IMPACT) H:(561)F13D4513
E
PN:1561174654SE
Z
z
TABLE OF CONTENTS E�I`A O •7I a
SHEET REVISION SHEET DESCRIPTION a z Z a g
GENERAL NOTES: _
1 GENERAL NOTES&GLAZING DETAIL qp
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND 2 2 w r 9
ELEVATION
MANUFACRIRED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN 3 ANCHOR LAYOUT m
EVALUATED ACCORDING TO THE FOLLOWING:AAq w TA52W-94 ELEVATION a /
-2. ADEQUACY OF THE EXISTING STRUCTURAL 5 ANCHOR LAYOUT �
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING 6 ELEVATION F a
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 7 ANCHOR LAYOUT REMARKS BY DATE
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADSTO THE FOUNDATION IS THE RESPONSIBILITY OF THE B VERTICAL SECTIONS
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. 9 HORIZONTAL SECTIONS
3. 1X AND 2X BUCKS(WHEN.USED)SHALL BE DESIGNED AND 10 - HORIZONTAL SECTIONS
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 11 - INSTALLATION NOTES,ANCHOR DETAILS&SCHEDULE ANOSHALLNO7BE MPRODN¢OIN WXDIEgIPMi
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE wmiouFwwnExmruENrovauno,xcoaovs,ixc RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF uTERanoxs,ADOmoxtNrexu;NnxD,oR OExu
RECORD FOR THE PROJECT OF INSTALLATION. MAX OVERALLSIZE NUIRgNG,T0110,pOOiMEMMFNOfRRWn[O.WU
DESIGN �• O CFRTPI4
CONFIG. MISSILE D191Ia0Y sl 5 H
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE WIDTH HEIGHT PRESSURE IMPACT RATING GLAZING �qd �hh6�fj Noreen,P.
Rosso Is C ent
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR Date 1 ;g ..66of
ASPECIFICSITE.IF SITE CONDITIONS CAUSE INSTALLATION 312" 202.5" OXXXXXP +50/-75PSF NON-IMPACT GI �� ..• 'Y �i TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, 312" 102.5" OXXXXX +50/-75 PSF NON•IMPACi Gi =� •�-�•E S '� �s
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE =
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN 288" 120.5" OXXXXXP +50/-50 PSF NON-IMPACT G2 4 7 7 .0
NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT
APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR S A OF Q:
AHI.
5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON ��O,fx 0 )QP;••!(�,�
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. -'I I- -— 1/4"TEMPERED GLASS TEMPERED GLASSED L
6. FRAME MATERIAL:ALUMINUM(6063-T6) EXTERIOR I I INTERIOR EXTERIOR !Zn/niGlsk6b1m8,FE��,`
// �\ INTERIOR FEDRIDA P.E NO.nn,
7. GLASS MEETS THE REQUIREMENTS OF ASTME1300 sDeeoANA DFAO1R1m
I 13/16"GLAZING sm Ens
GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAIL. —�--s vePE-RI'no'x00xaxvsTe
/ MIN.GLASS CHANNEL
SITE 3/8" i `I GLASS FL#:
3/8"GASKET ' / 3/4"x 5/32"x 5" BITE 3/4" F L 16 2 71
GLAZING NOTES: SETTING BLOCK /• GLASS THICKNESS AND TYPE SHALL COMPLY WITH / / OG.23.1H
ASTM E-1300 GLASS CHARTS REQUIREMENT. 3/8"X 3/4"x 5" DATE:
• GLASS ZING E UIREMEMPLYWITHFBCSAFETY SETTING BLOCK ALUMINUM SPACER DWG.YY: CHKHFN
� GLAZING REQUIREMENTS.
• SETTING BLOCK SHOULD BE 70-90 DUROMETER AS — _
PER CH 24 OF THE CURRENT FBC. SCALE: TITS
• GLASS LITES THAT EXCEED 36"IN WIDTH SHALL GLAZING DETAIL GI DWGE:
USE SETTING BLOCKS AT}SPAN FROM CORNERS. GLAZING DETAIL GZ SD0001
MONOLITHIC GLASS INSULATED GLASS SHEET:
OF 11
SOUTHEASTERN DOOR COMPANY
1505COMMERCELUE
1UP17E%FL 33458
MAX.DOOR FRAME WIDTH 312.00" PH:I561)746dE93
u
6 PANELS-52"NOMINAL PANELS E g
a�
8 h� z Dagqss
N mm
w a
DOOR DOOR MAX ~
FRAME OPENING D.L.O. REMARKS NOYDATEHEIGHT: HEIGHT HEIGHT 01021" 1011/4" 9416" X x X X X POCKET
1 %pg&U
141fIx1Ur WNIfiFNCQISENr OFBUgDIgp OROP3�VIG
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All lool
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INTERIOR VIEW
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312.00"- DATE: 06.23.18
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SCALE: NTS
DWG.#: SDC001
SHEET:
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SOUTHEASTERN DOOR COMPANY
MS COMMERCE LANE
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SEE BELOW FOR PH:(561I746S493
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SPACING AT HEAD Z
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6.00"FROM %/ �� �� / 12.00'.FROM a o o z¢a!I a
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2 u
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MAX.O.C. Q
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REMARKS a BY DATE
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CORNERS
ANCHOR LAYOUT ..
SEE BELOW FOR
ANCHOR LAYOUT AND ��
THROUGH FRAME SPACING AT HEAD e` :•V�•E••5••••PQ o
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4.00"
FL16271
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SCALE: NTS
DWG.A: SDC001
SHEEP:
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SOUTHEASTERN DOOR COMPANY
1SOS COMMERCE LANE
JUPITER,FL 33458
MAX.DOOR FRAME WIDTH 312.00" PH:(SG1)746.5493
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6 PANELS-52"NOMINAL PANELS o a
A
ao Z O
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DOOR DOOR MAX i
FRAME OPENING D.L.O. Q=t E� � REMARKS BY DATE
HEIGHT: HEIGHT HEIGHT R X X x X
1022" 101 1/4" 9416" 9 X
NNO 31 W L NOT BF NEPRppU�p MWHp�E OR PILyi
WITNOUf WIViiFN[pySlMOi8U1gNp0110Pf,UK
4lT[MTION;4"OItIONT,tIRNIGMIN4ORORItA
/ M4RWIGST�INK DOOINC��NOf�RIfR[O4Np
468"D.L.o. ELEVATION `�,
N .7 7
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INTERIOR VIEW OF
FlORIOA P.[,tN3.73774
393l U4NIA OFPOI OLV0.
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16 ---� FL16271
312.00" DATE: 06.23.18
! DWG_ `"H.
BFN
SCALE NTS
DWG.s: SDC001
SHEET:
-If
OF 11
SOUTHEASTERN ODOR COMPANY
INS COMMERCE LANE
IUPITE8,FL 33458
SEE BELOW FOR PH:(561)746-5493
ANCHOR LAYOUT AND 6.00"FROM
SPACING AT HEAD
CORNERS Z
yp
6.00"FROM p 0-.!
CORNERS / �// �// �// a LEI g L�7 A
T- a s
228" m m
MAX..O.C. 226'
L MAX.O.C. Lu <y a
X X X X REMARKS LBy I DATE
�� 6.00"FROM ' Axn sxAuxoraEuvgoouuGix wlmLEGA Pair' �� % CORNERS E'ATI�OGfWWTTEIEEON3EMOf6agolNGOgoPS,MC
ALT[MIbNs,AaomoNs.IaGNLIGImN
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ANCHOR LAYOUT SEE BELOW FOR O
ANCHOR LAYOUT AND 1�
THROUGH FRAME SPACINGATHEAD =� 0 E S QO
SA7OF 'a:.
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2.00"
4.00"-� 4.00" 4.00° 4.00"
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19aEo A9EaHaWO.
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. 2.00" 0° 4.00' 2.00" 2.00° FL#: FL16271
52.00" .00" 52.00" 52.00" DATE: 06.23.18
-_J DWGHYYR CHKHFN
SCALE: NTS
DWG.I): SDC001
SHEET:
OF 11
MAX.DOOR FRAME WIDTH 288.00" SOUTHEASTERN DOOR COMPANY
1505 COMMERCE LANE
JUPITER,Ft 334SB
6 PANELS-48"NOMINAL PANELS PH:1561)746.S493
lleB z
8 g
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W
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DOOR DOOR MAX.
FRAME OPENING D.LO. F a
HEIGHT: HEIGHT HEIGHT REMARKS BY DATE
1202 11716" 11136" A
10 O X X X X x
POCKET
NALVdfNI
- IS THE MOPLR!Mn PE MI NOT BE IIFP0.00DCFDIN WHOLE ORPARf
WI11DlIli WPoTtfM WISENTOF&IpDWDDROP;UJO
ALTO ADp111pN;MWHNDHfWGpROTNq
.T.
MARtlNGS TO iMSDOOINFMADENOi GEM1WfFEpµT,
/ INVAtIDA W TRTfiIGDON
` .. 0
V\ E `S •' Pp i
428"D.L.O. �* : N .7 7 e
a �� SA OF rir
ELEVATION o
SLIDING GLASS DOOR
INTERIOR VIEW //��H„,GG►w,E ab2"��```
ODNDAP.G N0.]l7)B
3D8 FOAHIA OfACN DIVA.
SUITE UB
N OµN.DE1CH,it T3
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4911g,1 qg4 1j a " a 6" 141" 4�1,
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DATE: 06,23.18
DWG.BY:
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SCALE: NTS
DWG.M SDC001
SHEET:
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SEE BELOW FOR SOUTHEASTERN DOOR COMPANY
ANCHOR LAYOUT AND 1505 COMMERCE LANE
JUPITER,FL 3345B
SPACING AT HEAD PH:1561)7465493
Li
6.00"FROM j— 12.00"FROM O - �$e
CORNERS / / �� CORNERS W p '. $
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MAX.O.C. Q a m
m
91q"MAX.O.C.
x x X x x REMARKS BY DATE
POCKET
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ANCHOR LAYOUTAND e N 7 7 8
SPACING AT HEAD
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2.00" 0 L
4.00'4.00^ 4.00" /in/dsk6bl16,4!`
4.00"�I r 7�— FIONDAP.E N0.137J4
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iDP[fFRT.OF AUTNOR-T'ON NO.-M
2.00" 4.00'
,2.00' 4.00" 2.00" 2.00" 2.00" FL It: FL16271
4.00"
DATE: 06.23.18
48.00" 48.00" 48.00" 48.00" 48.00" 48.00"
DWG.BY:
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SCALE: NTS
DWG.a: SDC001
SHEET:
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a
SOUTHEASTERN DOOR COMPANY
3505 COMMERCE LANE
JUPITER,FL 33459
PH:I5611746-5493
SEE GLAZING z
DETAIL 1,SHEET 1 SEE GLAZING _
DETAIL 2,SHEET I
=o
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o
W
w
W
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REMARKS BY I DATE
MAX. MAX. MAX'FRAME EXTERIOR INTERIOR MAX. MAX, MAX,
HEIGHT PANEL HEIGHT FRAME PANEL D.L.O. EXTERIOR INTERIOR
HEIGHT HEIGHT HEIGHT HEIGHT Axosxnu xorDi Rivaoou¢oiR Timm oavAm
WIiNOOiWMFEx Q.46EM0FBOR-DROPS,OIL
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DATE: 06.23.18
DWG BY: CHK.BY•
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SME: NTS
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BQ VERTICAL SECTION SHEET:
THROUGH FRAME C GLASS
p THROUGH FRAME INSTALLATION MONOLITHIC GLASS H
INSULATED GLASS p(O�
OF 11
SEE GLAZING
DETAIL SHEET 1
MAX PANEL WIDTH MAX.PANEL WIDTH MAX.PANEL WIDTH
i
MAX. MAX.
MAX. D.L.O. D.L.O.
SEE GLAZING D.LO. SEE GLAZING INTERIOR WIDTH WIDTH SOUTHEASTERN DOOR COMPANY
DETAIL 1,SHEET 1 WIDTH DETAIL 1,SHEET 1 1505 COMMERCE NNE
JUPITER,FL 33458
PH:(561)7465493
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WIDTH WIDTH E� w \\
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MA n
X.PANEL WIDTH MAX.PANEL WIDTH REMARKS RY DATE
SEE GLAZING SEE GLAZING SEE GLAZING
DETAIL 1,SHEET 1 MAX.FRAME WIDTH DETAIL 1,SHEET 1 DETAIL 1,SHEET 1
� HORIZONTAL SECTION
9 THROUGH FRAME INSTALLATION x
ANO SMA4NDf BE MP0.0DDCf001 WNOLE OR PAIR
MONOLITHIC GLASS SEE GLAZING 1v�R7xnnf�Nhinaxa 09oPs,me
DETAIL,SHEET uunfiN0 TO MSOOOlml..ENOm4PE08MRE
--MAX.PANEL WIDTH MAX.PANEL WIDTHF MAX.PANEL WIDTH
`LLIIIIIIL��
MAX. MAX. �� (/`^-
MAX. D.L.O. O
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SEE GLAZING W�UTH DETAIL 1,SHEET 1 INTERIOR WIDTH ` 5+'•,
DETAIL 1,SHEET 1 = O
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D.LO. D.L.O. WIDTH
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MAX.PANEL WIDTH MAX.PANEL WIDTH EXTERIOR MAX.PANEL WIDTH DWG
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FN
SEE GLAZING DETAIL 1,SHEET 1 SEE GLAZING SEE GLAZING SCALE: NTS
DETAIL 1,SHEET 1 DETAIL 1,SHEET 1
MAX.FRAME WIDTH DWG.#: SDCOO9.
9 HORIZONTAL SECTION SHEET:
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MONOLITHIC GLASS
OF 11
MAX.PANEL WIDTH
SEE GLAZING MAX.D.L.O. INTERIOR
DETAIL 2, WIDTH SEE GLAZING
SHEET 1 — DETAIL 2, SOUTHEASTERN DOOR COMPANY
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1909 COMMERCE LANE
A IUPREH)FL 39459
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MAX.D.L.O.
WIDTH SEE GLAZING MAX.D.L.O. ¢ o m
WIDTH h = m
MAX.PANEL WIDTH
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MAX.FRAME WIDTH ~ i
REMARKS BY DATE
MAX.PANEL WIDTH SEE GLAZING
A DETAIL2,SHEET1 I —'MAX•PANEL WIDTH
INTERIOR
W
z — MDill.{LNOTOE 0.F>nODUElO W WHWEOnPMT
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DATE: 06.23.18
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THROUGH FRAME INSTALLATION SHEET:
INSULATED GLASS {�O
u OF 11
it -
1/4"MAX.
SHIM SPACE
MIN.EDGE STAGGERED
SUBSTRATE BY OTHERS DISTANCE STAGGERED CONFIGURATION INTERIOR
CONFIGURATION SOUTHEASTERN DOOR COMPANY
SUBSTRATE BY OTJHER ISOS COMMERCE LANE
3UPITER,FL 33459
EXTERIOR STAGGER PH;I561)7465493
INTERIOR EXTERIOR INTERIOR CONFIGURATIFLAT HEAD OR
1 HEX HEAD SCREW Z m
�1 MI U1 o z O
MIN.EMBEDMENT TRACK SET ON GROUT DIS
m a0I� C,,om3
MIN.EMBEDMENT. 1/4"MAX. SUBSTRATE BY OTHERS FLAT HEAD SCREW = o Z i5 g a-9
in i5ga-9
SHIM SPACE MIN.EDGE
FLAT HEAD OR DISTANCE z Ea O
HEX HEAD SCREW F3�LXTERIOR 3 �lu }MIN w
ANCHOR DETAIL � ANCHOR DETAIL
W Q
THROUGH FRAME(HEAD) THROUGH FRAME(SILL) C_ AN DETAIL a
THROUGH FRAME(JAMB) REMARKS BY DATE
i
INTERIOR
INSTALLATION NOTES: Px o
AND SNALLNOTOE gfPR000®IN WNOfEOgPMT
YlffHOUi WRIREN CON3EMOF aUItNNGOgCP;IXG
1. A3TEM110NS,AODDIONS.NiGNI1GHNNaOq OTNfiI ONE(1)INSTALLATION ANCHOR i5 REQUIRED AT EACH ANCHOR LOCATION SHOWN ON SHEETS 3,S AND 7. SUBSTRATE BY OTHERS AWIOHGS TO7N o00NMEMAREN.'p h NTEDM0
MIN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED EMBEDMENT ,``,`,111111JIFJZZ�
FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED.
��
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF t1/21NCH THE DEPICTED LOCATION � �•\'\•E•S•', �O'�
&SPACING IN THE ANCHOR LAYOUT DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. N ] ]
a MIN.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S),MAXIMUM ALLOWABLE EDGE DISTANCE 'O $ A OF
SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS.SHIM(S)SHALL BE EXTERIOR �O
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. i T O IDP:
S. FOR MASONRY OR CONCRETE OPENINGS,IX WOOD BUCK MAYBE USED(OPTIONAL)AS LONG AS THE p ANCHOR DETAIL
MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING �NEbbl�bb\�l�`
HOST SUBSTRATE.SEE GENERAL NOTE 91 ON SHEET 1 FOR MORE INFORMATION. HOOK STRIP ROaIDAP.E.N0.737M
30a Em DGM=..
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO ",13X
OANUI BEAOL n3M
STUCCO,FOAM,BRICK VENEER,AND SIDING. FavEa9T.ocwrxogwTroNNa3nn
FL IJ:
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT ANCHOR SCHEDULE F L 162 71
MATERIAL OR HAVE A CORROSION RESISTANT COATING. METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN.EDGE
DIBT75' DATE: 06.23.18
B. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR WOOD:MIN.SG=0.55 014 WOOD SCREW 1.5' 0,75"
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE DWG. R cHKI-I FN
SHELL OF BLOCK. ETAL:18 GAUGE Steel 3 THREADS MIN
MIN.Fy=33KSI 1/4'TEK SCREW PENETRATION BEYOND 0.75`
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S THROUGH FRAME METAL SCALE: NTS
INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS CONCRETE:MIN.Yc= 1l4'ITW TAPCON 1•THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 3000PSI 3• DWG.11: SDC001
MASONRY:MIN.Pw 1/4'ITWTAPCON SHEET:
10, SILL SHALL BE SET IN A BED OF GROUT. 2000 PSI 1' 3`
OF 11