HomeMy WebLinkAboutNON IMPACT VINYL LAMINATED STEEL DOOR1 10 }F.1 13r 1if k 109( ��s LLI A I
GENERAL NOTES:
INSTALLATION NOTES:
W NIS DESIGNED
I. THE PRODUCWIT14W
S. DEORISPROTECTEC
ATIONPNLHORm REQUIRED AT EACH
I. ONCHO
S. MINIMUWALLFMEMBEOINENTANO EDGBUT OTLIMITEEXCLUDE
U
COMPLY CURRENT EDITION
RODLAREMENTS ST.USE O
ANIMPACTPEOTECTI
ANCHORIOTATON.
COCA
WALL ING TO
MO (FBC)E CLUEING HIGH
FL COOS (FEATDWEDING HIGH
INGVUSEOF
FOR
6YSTEMCONPLYMG O
SYSTEM COMPLYING
NIS
O. FOAM.WCW
VENEER NDSIDI G.
STUCCO, i0AN, BRICK VENEERANOSIDING.
l
VELOCITY HURRICANE TITHE DESIGN
VELOCITYYHURRAUB HERON.
PRESSURE(S)9TATEO HEREIN.
MANDATORY
WNDBORNEOE0RI3 PEGIONSIS M1LANDAT00.Y FOR WE
REGIONS
PRODUCTHEREIN.
!. THE INSTALLATIONWE MINIMUM NUMBERRSANGSSHOWN
FOR ROF T WEANCHORS
USEDIFOR
6 INSTAACCORLATION ORLS �STALLEDM
h-I
E-
PRODUCORSANDLWt1N.
SPADINGS TO BE USED FOR PRODVCT MSTMIATON.
SPACINGS BE
DANCE MANUFACTURER
ALCORDMION
E-
lm. CONTAINED
S. FRAMDOOR IANEL
IVATIH NSTRU TIORGOANHOSSHALL
INSTALLATION INSTRUCTIONS
TEST REPORTMALASASEO
PONSI SIGNED ikUED REPORT ONUS
UPON
IL
MI:MUMINUMALLOYB0LAMIN
DOOR PANEL IAATERIPL:
J. SHIMWITH AS T EACHSHLM(S), iMIUMAUGANCHOR
LESS
WITH ST ENGWVSLE
NOT BE WITH
W
ATORIES,INC. U4278 AND
LABORATORIES,AMPED D3WINGS. ASSOCIATED
SIGN WI URETHANE
GMVANRED STEElA15'SKIN 4Yl URETHANE FOM.I CORE.
LOAD BEARINGED
OW ABLE
WITH LOAD BE AR INCH.
IFIE IN THE
MINIMUM STRENGTH SPECIFIED IN THE
THIANWSEDIMUM STRRATES ENGTH
[+1
LABORATORY STAMPED DRAWINGS.
SHMW)
SHIMW71OMUPCE
SHIM SULE OFOR
'ANCHOR
'ANCHORSCHEDUIE'THIS SHEET.
T.DESIGNATIONS -X•STANO FOR THE FOLLOWING:
OCCURS. SHAM. ECOFTN6INOH
GREATER CONSTRUCTED
ORGflEATEROL0UR8 SHIM(S)
p
OF EXISTING 2%FRA.LING
1.OR
X: GPOUUIFIXED
BETALDE
OFHIGH OENSITYPLASTIC OR BETTER
TION HARDWAMATERIAL
SOCIATEDRESISTANT
]. INSTALLMUST
STEEL F
OR STEEL FRAMING ASplMIN WING FORCE RESISTING
RAMING MA IN WIND FORA
PANEL
O: NIXED PANEL
MADE FCORROSON
RUST BE MADE OF CORROSION RESISTPNTnIATERNL
as
SYSTEM CAPAOLE OF WITHSTANDING AND
4. ANCHORS FOR INSTALLATION INTO WOOD FRAIAING OR
OR HAVE A CORROSION RESISTANT COATING,
o
1MNSFEPAINDAPPDEDPROOIICTlOA0.9 TOTHE
S. HARDWARE
14GAMINIMUM STEELFRAIIINGSHALLBEASSHOWNIN
P•
FOUNDATION ISIMERESPONSIBILITY OFIHEENGINEER
A HA1FHINGES:H)60 16EXTPUDEDMUAIINUM
•ANLHORSCHEDUIE•THISSHEET.
O m
ORARCHOECTOFRECORD.
B. LATCHLOCK:KEYEO
C. DEAD DOLT, SZ14MECYLINDER
b
N
O "
3.1X AND A BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHOREDTO PROPERLY TRANSFER AL LOADS TO THE
STRUCTURE SUCK DESIGNAND INSTALLATION IS THE
RESPONSIBILITY OFTHE ENGINEER ORARCHRECTOF
RECORD.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC ANO MAY NOT REFLECT ACTUAL CONDITIONS
FOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS
DETMLED HEREIN, A LICENSED ENGINEER OR ARCHITECT
SHALL PREPARE SITE SPECIFIC MCUME14TS FOR USE
WITHTHISOOCUMENT.
0. SEE SHEETI FOR DESIGN PRESSURE CRAFT.
DESIGN PRESSURE RATING IPSFI
IMPACTRATW G
WHERE WATER INFILTRATION
REOVIREMENTISNEECED
INHERE Y]ATERINFILIRATION
REQUIREMENT IS NOT NEEDED
NONE
••
.40.0145.0
"UNIT MUST BE 049TAMO BENEATH AN APPROVED OVERHANG
TABLE OF CONTENT
SHEET
DESCRIPTION
I
GENERAL AND INSTALLATION NOTES
2
ELEVATION, ANCHORING LAYOUT
3
VERTICAL CROSS SECTIONS
4
HORIZONTAL CROSS SECTIONS
ANCHORSCHEDULE
DOORFRANIE
TYPE
SM
MANUFACNRER
AND/OR
EMBEDMENT
��
OISTANCE
ANCHCRCAPACIDES
SUBSTRATE
TYPE
SPECIRCATION
(B'-0Is1
MINN)
BASED ON
SHEET
MN.3
hETPLSTEEI
ASNE BIB.B.4
THREADS
NW.331CSIYIELD
TUBING14GA
RN(Z-BAR)
PAN HEAD
NO.B
(TApPINGSCREIM
PISTWSIDE
3!0•
STRNEGTH
MN.
SURFACE OF
THICKNESS
SUBSTRATE
ANSI 018.6.1
(WOOD SCREVQ
W000 KITH AMNINVM
2%HOOD
FWR-�)
PAN HEAD
NO.B
OR
1'
1/2'
SPECIFIC GRAVRYOF
FRAMNG
ASNE 818.BA
OA2.
(TAPPWGSCREVA
NOTES:
YDRILL
1) TOR WOOOCNIAMNO SCREWS IF SRJDMG G A CONCERN. 0.00T MOT fOLE(CImL SZE45).
21 ®TiEOSTANCEn1FA5UaED FRO1.1 HRL-T4GOEG`ANQIO'TTOEWEOFBIIBGTLLTTE
I
RoboO J. Amoroso. P.E.
FL P.E. No. 49752
0191NI1y signed Ey Rob4NL
Amolow
DN:Oldiobe0 LAmi.1.,o.
.mom C Prodon Design Gmup,
emailmaOeNUPte<arpsam, mU6
Ome2015D00509:49SSOL4W
ELEVATION
EXTERIORVIEIV
4�—ABx2il WOOD
8B x12' SCREW
SCREWS
l�Q 1
ENTRY DOOR
STRIKE DETAIL
nvsoov¢.11scsVusTIUTE
C.
MAX.
IPWMAX.ITYP.)
c. (fYP.)
B'MAX. ow.)—i r
4'
LOCK ASSEMBLY (REGULAR DRIVE-IN)
IS LOCATED APPROX. 38' ABOVE
BOTTOM OF DOOR LEAF AND THE DEAD
BOLT ASSEMBLY APPROX. 42'ABOVE
BOTTOM OF DOOR LEAF. SEE STRIKE
OEFAILSTHISSHEET
HALF HINGES W1
RB X 314- SCREWS
(WP.)
I I 78 TAPPING SCREW.
OF
II I -I SCREW
SUFFICIENT LENGTH
TOPENETRATE
(3)THR AD
MINIMUM BEYOND STEEL
171 � TUBE
ENTRY DOOR
S7RIKE DLTAIL
munorcr. sv rv�1e
10-MAX.
AI
SAMEASHEADSPACWG
ANCHOR LAYOUT
EXTERIOR VIEW
ANCHORING NOTES:
1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 13.
ANCHOR SPACING VARIES, BUT NOT TO EXCEED
10' MAXIMUM O.C.
2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL
IS 7. ANCHOR SPACING VARIES, BUT NOT TO
EXCEED 10- MAXIMUM O.C.
bull .
FL PE,E. NNa4979752
O101milysignM
bYRabenl.
Amoroso
1s � Amoroso, o,
♦l;_a au=PTC ProCuc
I'MIN. EMBEDMEI
2X WOOD FRAME
(BY OTHERS)
SEALANT TAPE TO BACK—
SIDE OF MOUNTING RN
EXTERIOR
EXTERIOR
INSTALLATION ANCHOR
laY MIN.
1/4'MAX
INTERIOR
B VERTICAL SECTION
WOOD FRAME SUBSTRATE
INTERIOR
MAX SHIM
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN 1R' MIN.
EDGE DIST.
1% W000 FRAME
(BY OTHERS)
1• MIN. EMBEDMENT_- nWOODSCREW
INSTALLATION ANCHOR
A VERTICALSECTION
\YOOD FRAME SUBSTRATE
THREE(3)THREAD
MIN.PENETRATIONJ
08TAPPINGSCREW
INSTALLATION ANCHOR
SEALANT TAPE TO BACK
318' MIN.
SIDE OF MOUNTING FIN
EDGEDIST.
14 GA. MIN. SQUARE
pit
STEEL TUBING (BY
T-{g
OTHERS)
•I
EXTERIOR
i
INTERIOR
D VERTICALSECTION
STEEL TUBING SUBSTRATE
EXTERIOR � INTER100.
14 GA. MIN. SQUARE
L�± STEELTUBING(SY
OTHERS)
318'MIN. J
SEALANT TAPE TO lACKZLLJ EDGEDIST.
SIDE OF MOUNGNG FIN
US TAPPING SCREW
THREE (])THREAD INSTALLATION ANCHOR
MIN. PENETRATION
C VERTICAL SECTION
STEELTUBING SUBSTRATE
:I a
DIBIINI,I,.d
by RobcnA
Amoroso
�;:,,.^',�"c';= 'e• DN: cn=Roberti.
1.� r�=i ou=vttpoaun
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wlezalsnens
(195QI1i -0iVd
'15
1/4' MAX SHIM
12'MIN. EDGE OISi,
2%WOOD FRAME
(BYOTHERS)
98 WOOD SCREW
INSTALLATION ANCHOR INTERIOR
INTERIOR
1/4' MAX SHIM
12•AIIN. EDGE DIST.
2X WOOD FRAME
(BY OTHERS)
98 WOOD SCREW
INSTALLATION ANCHOR
o
v
a
"v
O
98 X 3/4' SMS
U
P MIN.
_... ._ :
.,
EMBEDMENT
1-MIN. )\���:�, ,....:. .. .::.m
EMBEDMENT
F
SEALANT TAPE TO BACK EXTERIOR
EXTERIOR
SEALANT TAPE TO BACK
SIDE OF FIN
0
W µµtto
SIDE OF MOUNTING FIN
MOUNTING
z$
d ❑
W W �
� W
WO
HORIIZONAMaL SEC
HORIZONTAL SECTION
R ION
O
WOOD FKAMESDDSTItA'1'E
Q o
0
14 GA MIN, SQUARE
MIN. EDGE DIST. 3/8'
I.. STEELTUBWG(BY
oTHERs)
INTERIOR
98 TAPPING SCREW
INSTALLATION ANCHOR
v
\\•
THREE(3) THREAD
a' •�
MIN. PENETRATION
SEALANT TAPE TOBACK
EXTERIOR
510E OF MOUNTING FIN
O HORIEL'CUBINGZONTAL SECTION
STESUBSTRATE
14 GA, MIN. SQUARE
STEELTUBWG(BY
31B' MIN. EDGE DIST.
OTHERS)
IN
INTERIOR
98 TAPPING SCREW
98 X3/4'SMS
INSTALLATIONANCHOR
ri.^.NI7JIL.tl'dC:T31 L".i'�UL
THREE(3)THREAD
MIN. PENETRATION
EXTERIOR
SEALANT TAPETO BACK
SIDE OF MOUNTING FIN
HOREELTUDINGIZONTAL SECTION
STRA SISUBTE
FL
Dig Ita3y signed by Robert 1,
Anne..
DN: in=fla Cen A Ama:usa o,
ewPTCPra!Op Design Gl ,
ema2015 OFt<Kotp4om, W
Data 3015AA05 OgSR29-0i'80'