HomeMy WebLinkAboutSET UP-INSTALLATIONJWINDOWS MENq
DESIGN PRO /SMOOTH PRO /STUDIO
IMPACT APPROVED
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ)
GENERALNOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TOTHE FDLLOWING:.
• TAS21)1-94
• TAS2D2"94
• TAS203.94
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE
RESISTING SYSTEM CAPABLE DF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS THE RESPONSIBILNY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. THE INSTALLATION DUMB DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED
HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE 51%SPEOHC DOCUMENTS FOR USE WITH THI5
DOCUMENT.
4. APPROVED IMPACT PROTECTIVE SYSTEM 5 NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
S. 4PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. ADDITIONAL PANEL CONFIGURATIONS AND FLUSH
DOORS ARE QUALIFIED.
6. NOTE: AFCO H497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE IWTP) OF 9.75 PST.
REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT
PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY
OVERHANG SUCH THAT OVERHANG CHI RATIO ON LENGTH ♦ OR HEIGHT IS 21.0
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
A
TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES
2
A
TYPICAL ANCHOR LAYOUTS AND NOTES
3
A
OPTIONAL 2X BUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS
4
A
VERTICAL ASSEMBLIES
5
A
HORIZONTAL ASSEMBLIES
6
A
WOOD SUBSTRATES
J
A
CONCRETESUBSTMTES
R
A
COMPONENTS& BILL OF MATERIALS
All
SCANNED
BY
St. Lucie County
NOTE:
DOORS SHOWN ABOVE MAY BE LEFT
OR RIGHT HAND OPERATING DOORS.
MAX. OVERALL
DESIGN PRESSURE
INSWING
OUISAYINGWIDTHHEIGHTPO
NEG
aCONFIGURATION
DOS. NfG.X
3W
6'w
6S•
65
50•
50
'SEE UMEHAL NOTE 6, 5HEET 1,
SILLS.
I.S.1oeY:
BUILDING DROPS, INC.
RV0. 11!
I.
P't Ml m
�.�.lumm.Yn
••-195g1YA�le
wFa. �•�6tlLnF4onnm
gQ6�
:v• TT �
%po L P:' Yu
tdi1117S1`�NGJ
r.�;ax�r &NIA
,Nllyagne What F.N MP
201.0 OE)1 5,2909aAmenW
He: f011.02A91S2i09-0S'M
DATE: 02.05.14yy
GL�TJM S's NISS
SCALE: NTS
DWG. R: AO10871A
SHEET. OF8
1
INSTALLATION NOTM
1. ONE (1) INSTAI IATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATIDN SHOWN.
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMISI. MAXIMUM ALLOWABLE
SHIM STACK TO BE I/41NCH. SHIM WHERE SPACE OF I/161NCH OR GREATER OCCURS, SHIM(S) SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING OUT NOT LIMITED TO
STUCCO, FOAM, BRICK VENEER, AN D SIDING,
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL
OR HAVE A CORROSION RESISTANT COATING, AND SIMLL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR
IOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE.
SHELL OF BLOCK.
6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL 6E THE SAME AS FOR 2X BUCK
CONCRETE/MASONRY CONSTRUCTION.
]. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES
A, WOOD- MINIMUM SPECIFIC GRAVITY OF 0,55.
B. CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 30M PSI,
C. GROUT -FILLED CMIY UNIT STRENGTH CONFORMS TO ASTMC-90 WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000
PSI.
D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI.
8. SEE SHEETS 6 AND T FOR M ORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR
LOCATIONS. EDGE DISTANCES, EMSEDMENTS, AND SHIM SPACING.
9, OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
ANCHORTABLE
6'8" DOORSLDOOR.SANCNORTYPE
ANCHOR
SUBSTRATE
MIN.
MIN. EDGESIIF
EMBEDMENT
DISTANCE
MAK. O.C.
SPACING ATIAMBS
WOODSCREW
910
]O
1-1/2-
314'
1]-1(2°
FRAMING
R FRAMING
NWTAPCON
3/16-
CONCRETE/CMU
I-U4-
2-1/2'
17112"
ll-lp°
EL[0 ULTflACON
1/4`
CONCRETE/[MU
1-319 GONG.
1"
lTd(E'
17-1/4"
11/4"-CMU
T A N
CONCRETE CMU
1 Q4'
1"
TO'
143/8"
82
D 09X 21/2"PENT
vFH scREws
DETAIL Oi
IYP. HOPPF
TOM SHOOT
MULTI POINTSHOOTBOLT
DOLT PUT,
PLATE LOCATION
HOPPE n2098911
`TYP.
C2
C2
e
FF
ryIL�®
ma
zuLL
o
B
i
33tio
a
a
O
0
O
A2 A2
1 TVP.eAN
NOTE:
NO ANCHORS REQUIRED AT THE SILL FOR SINGLE
DOORS IX) ONLY.
BUILDING DROPS, INC.
1PoF.9.1Nw ANCXNVO..fR.Ne
xw BN[µ It1YAM
rx.R`Jlsn Nte
eec Asapua
wee r...euml..ea.w•mA
O F
j 0
$
Q
-0 $
e� z
Ogg-
np QLL-
IZ->
O¢ =O
Y
\y
a 2
z=
zU
W°
u
q
1�H�q�yLj-I
QQ
F F
s`�ES F.
p
209 X 21/2"PFH
REWS
P'G
DETAll03 PTSHOMULTI-POINTCATIO eOLT PLA LATE SHO N �L (RN PLATE SHOWN). D2.
T HEAD SECTION VIEW
2
nTYP. ANCHOR LAYOUT
1/4° MIN. EMBEDTYP.
8)2X WOOD DUCK INSTALL.
E
W
111ID1111
INSTALL.
ANCHOR PER BUCK ANCHOR TABLE
�2XWOOD DUCK INSTALL.
BUCK INSTALL.
NOTES:
1. 1K BUCK IS NOT FOR INSTAUATION AT SILL
L AN0IORSMAYBESTAGGEREDMSHOVMINOETML413.
SL230 SL33D, LEFT SL130, RIGHT SIL230, 8-0' SL330, 8.0'
SL220, LEFT 51.220, NIGHT SUDD, LEFT III RIGHT SL600
QUALIFIED SKIN PATTERNS
.25D=BID T
.oszEms ,03or.olo
I
TVP. GROOVE
3
1X BUCK ANCHOR TABLE
6B'DOOM
WINDOM
Af1SIDER
MIN. EDGE
ANCHOR TYPE
SUBSTRATE
EMBEDMENT
DISTJO
SUBSTMIE
TOCE CENTER
TISTNCE
DISTANCE
MA
MA
SPACING INGA AT
AT
SPACINGAT
IAMBS
lAMO$
RWTAPCON
114'
CONCAETU MU
1-1/4-
3-1/2'
4•
A'
30.114'
ELCO ULTPACON
I14'
CONOIETE(CMU
ld/B' CONL
1•
f
II'
30-1/4-
1-1/4'- MU
rnernxm BY:
BUILDING DROPS, INC.
ne L.wmu<axeiwsTEm
oxnuakx.r
as.nao.,
w lasgw
...ew�seua,
'o d$
2j Y� Q
a0 V
� m�y
O¢ mw Tyu�
�r NL9
O> 6Z
a� ZX z.
o ;
6 U
O V Q I
ti
DATE:
SCALE:
F.
3
b
�o
IHiEAIOA GlfglOp
OPERABLE HEAD
4 OUTSWMGSHOWN -INSWING SWHM
WIFBIOp fYiU1NA
10
�o,
OPERABLE ADA SILL
4 INSWING/OUTSWING
ENDURANCIS000
11
B INi[N0R / FttFN00.
�o
OPERABLE SILL
4 OUTLWCO
OPTIONAI AFCO A-11]
r�l
OPERABLE SILL
ENOURA MZAI1.L0965F
411
S INHAOp / [IIII[0.i0A
4 OPERABLE SILL
OUTSWING
AFCO 1.22V
11
INIEIGOR ]
INGAU0. EYIFND4
OPERABLE SILL
4 NSWING
AFC
O A-276/P-20E0
1^/ OPERABLE SILL
v,.�.,,.u^OUTSWIN—. ^cc[c
[� OPERABLE SILL
4 OUTSWING
OPTIONAL AFCO H497
PRF]AREP BY:
BUILDING DROPS, INC.
HBE{IX R'N.SIE )Y
ry l{IIPu
XE�MpI ulln use
. ..n
DATE:
SCALE:
i
A
LOCK JAMB
5 O iSWING SNOWN-INSWINGSIMILAR
HINGE SCHEDULE
DOOR HEIGHT
QUANT"
3eHINGE JAMB
S OUiSWING SHOWN -INSWING SIMILAR
HINGE DETAIL ATIAMB:
PLACE 19X 2-1/2- PFH SCREW NEXT 10 WEATHERST111P
9-99X13/4'PFH 3-p8%2"PFH 13-tl8%13/8'PFH I6'-8'UNG51
8-p9X21/2'PFH W/HARDWARE 15-tl8X13/8°PFH EO'0"UNITSI
W/STRIXEHAADWARE (6'0'&8'p'UNILSf W/STAINE HARDWARE COMFS W)HARDIVARE
L MPL STAINE PLATE
A-MPLSTRINE PLATES
1 20 ENTFNOR 21 FXIENOR
NTEAIOR o I "� I \ 1 / IMERIOR
ROCKWELL MULTI -POINT LOCK JAMB (p HOPPE MULTI -POINT LOCK JAMB
5 OUfSWiNG SHOWN -INSWING SIMILAR 5 OUTSWING SHOWN -INSWING SIMILAR
4-98X 13/8' PHI
1- REINFORCEMENT PLATE /off
HOPPE R2512296
PREPARED V.
BUILDING DROPS, INC.
oAVuo[u icW
IiN11W1
nepu n
ii PMVu
vte ivwa.uN w
0
N yF im-O'�'A
\ O J
o�--
Op vNv1 mfe
pi H
a� 0
� o W;
0 0
�-2 I
F.
.,:ccMJYtYlk1'985An:
�HOPPE MULTI -POINT LOCK DATE:�O2.OS,
5 TOPREINPORCEMENTPLATE-ACTIVE PANEL ONLY GL/I)M c5
sam: NTS
5
MIN.
EDGE DIV.
SEE TABU: SHUT 2
6�
=W 2%WOOD BUCK
�W
oz� �
WDODANCHOR
SEE TABLE ON SHEET 2
HEAD (TYPICAL)
6 OUTSWING SHOWN -INSWING SIMILAR
jjL OPERABLE SILL
OUTSWING- NO ANCHOR REQUIRED
AFCOJ-229]
TSILICONE
2X WOOD BUCK
g OPERABLE SILL
6 OUTSWING- NO ANCHOR REQUIRED
AFCO A-112
OPTIONALLY, ANCHOR CAN BE PLACED W NARROW
SECTION OF HEAD OR IAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
SEE TABLE ON SHEET
SILICONE
G
Ds
MAX. 2XWOODBUCK
SHIM
JAMB (TYPICAL)
6 OUTSWING SHOWN -INSWING SIMILAR
r3"\ OPERABLE SILL
6 INSIA NG -NO ANCHOR REQUIRED
ENDUMZAIW555F
SILICONE
IUCONE
2X WOOD BUCK 2X WOOD BUIX
r6�\ OPERABLE SILL
6 INSWING -NO ANCHOR REQUIRED
AFCO A-206/P-2000
OPERABLE SILL
6 OUTSWING-NO ANCHOR REQUIRED
ENDURA20014565F
7� OPERABLE SILL
6 OUTSWING-NO ANCHOR REQUIRED
AFCONA97
j0) OPERABLE ADA SILL
vINSWiNG/OUTSWING- NO ANCHOR REQUIRED
ENDURA NQSDW
PRLPARIOV.
BUILDING DROPS, INC.
.i.ac`.uLn�nowr �
nrl'�vuf+an
ru l9Ylnwa
O
g
N
p0
IS G
aa��
mY��
OQ
H �
H
Od
m
�
Ull
We
i�
o
O
>'
W
3
u
�
DATE:
SCALE:
DWG. A:
Cs
MIN.
EDGE GIST.
�-
SEE TABLE SHEET E
"
—
ion
•
CONCRETE/
MASONRY
RYOTHERS
_
I%WOODBUOE
(OPTIONAL)
E>
CONCRETEANCHOR
SEE TABLE ON SHEET
HEAD (TYPICAL)
OUTSWING SHOWN -INSWING SIMILAR
YY�SIUCOME
MASCNRY
BYOTHERS
OPERABLE SILL
OUTSWING- NO ANCHOR REQUIRED
AFCOJ-219T
SILICONE
d d"
Q d
O
CONCRETE/
MASONRY
W 07HEM
OPERABLE SILL
OUTSWING-NO ANCHOR REQUIRED
AFC(IAdl7
�1%WOO ONCX
MONALI
O
fCONC
SEET,
II D.96•
MAN.
SHIM
I' —I `CONCRETE/MASONRY BY OTHERS
MINEMBED.
SEETABLESNEETi
JAMB (TYPICAL)
J OUTSWING SHOWN -INSWING 5IMIMR
f'XM1
EIS�K
MASONRY
BYOTHERS
OPERABLE SILL
INSWING- NO ANCHOR REQUIRED
AFCOA-276/1-2000
SILICONE
LL_L�MAGONRY
BYOTHERS
OPERABLE SILL
OUTSWING- NO ANCHOR REQUIRED
ENDURAZOBLASSSF
SILICONE
1
CONCRETE/
MASONRY
BYOTHERS
r3-\ OPERABLE SILL
7 INSWING -NO ANCHOR REQUIRED
ENDURAZAILA565F
SILICONE
e
_MASONRY
L—L
MASONRY
BY OTHERS
OPERABLE SILL
DUTSWING- NO ANCHOR REQUIRED
AFCO HAW
SILICONE
r
AMASO R
MASONRYY
BYOTHERS
OPERABLE SILL
7 UTSWING/INSWING- NO ANCHOR REQUIRED
ENDURA HCISOGO ADA
9
BUILDING DROPS, INC.
ss 1.1AA. u.. nw.He m
o+r+u 11.11,L L.
11W.
O
p� w
n�mm
tia
s€LL
�
O
3S4e
R t0
H
6
Z:
z ¢
l0 V
7'
Z
O O
I"1
DATE:
SCALE:
DWG. A:
p OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR IAMB AS LONG AS MINIMUM /
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
BILL OF MATERIALS
DEMO
DESCRIPTION
MATERIAL
3
FRAME HEAD/IAMBS
FINGER' JOINTED PINE
SOLID PINE
LAMINATEDVENEER
LUMBER
COMPOSITE
2
(NOTUSED)
3
(NOTUSEO)
4
ENDURAML4565F THRESHOLD
-
5
AFCO)-3297THRESHOLD
-
6
AFCO A-276/P-2000 THRESHOLD
-
7
AFCO K497 THRESHOLD
-
B
AFCOA 117TIIRBHOLD
-
9
ENDURA ZOBL4565F THRESHOLD
-
10
ENDURA HCI5MO ADA THRESHOLD
-
11
WEATHERSTRIP
URETHANE FOAM &
POLYETHYLENE
12
NUN -COMPRESSION SHIM (0.25"MAX. THK.I
COMPOSUE
13
(NOTWED)
-
14
(NO7USEO)
-
15
RID WOOD INSTALLATION SCREW W/11/2-MIN. EMBEDMENT
STEEL
16
CONCJCMU ANCHOR (SEE ANCHOR TABLE SHEETS 2& 3)
STEEL
17
BUTT H INGE(SEE SCHEDULE SHEET 5(
STEEL
IB
KWIKSET LOCK SERIES AGO
STEEL
19
KWIKSET DEADBOLT SERIES 780
STEEL
20
ROCKWELL MULTI POINT TONGUE LATCH R 732287686-8 UNIT
ROCKWELL MULTI-POINTTONGUE LATCH V32287M"UND
STEEL.
21
HOPPE MOO POINT HARDWARE H199DD0
STEEL
22
HOPPE MUU.POINT HEAD SHOOT BOLT PLATE LH U87MO91
STEEL
23
HOPPE MUD POINT HEAD SHOOT BOLT PLATE RH#8783913
STEEL
20 ROCKWELL MULT-POINT LOCK
m§
.79'
21 HOPPE MULT-POINT LOCK
W/SILL SHOOT BUILT PLATE 02099911
— 1.65° I —I
OVARMESEEEBOOMATLEFT O THDESHOLDZAIL4565F SO THRESHOLAFCO D O ATHREESSHOLpJ6/P-2000 Z� HEAD SHOOT BOLT PLATE (LH)
®®�
I i I
4.563° — 4.56° ---- 5.62° I 4.A' IJS'
O AFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD O EHTH
RESHOLD
OBLT 4565F 10 HDUIDRADHCISOOO ADA 23 HEAD SHOOT BOLT PLATE(RH)
INS 4.sB'
f— 4.61' I I 4.S6' 6
0 �JL
�®
HANDLE
HEIGHT �Y
O O
O Qc
6
C
1
b O
m
$ F4
011
vRLvnRtoev: '
BUILDING
DROPS. INC.
snooHruoLu.ovmsrt. nR
r.uoua.nsm
:D,mm4lrz
ruaf�vpuna
uy4yev+�
O
Q
sW
F
8a�m
�
np
s~s
Oa
o
�
mE
O
J
F U
6]
p¢
O
a-
Z
z;
a
Z'
p
W
Wi
d
0
O
dESr F.F.
n
DATE: UL.US.14
GL/IJM SS'm: ss
SCALE: NTS
DWG. n: AOZOH7J.A
SHEET: OF8
8