HomeMy WebLinkAboutPLANSNOTLS:
1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE
2, WOOD FRAMING AND MASONRY OPENING .TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. IX BUCK OVER MASONRY/CONCRETE 15 OPTIONAL. WHERE 1X HUCK IS NOT USED
DISSIMILAR MATERIAI.S MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANF.
SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR
ENGINEER OF RECORD.
4 ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED :N THE DESIGN OF THE PRODUCT
SHOWN HEREIN. WIND LOAD DURATION FACTOR CM=1 6 WAS USED FOR WOOD ANCHOR
CALCULATIONS.
FRAME MATERIAL EXTRUDED RIGID PVC.
6 UNITS MUST BE GLAZED PER ASTM F1300-04, WITH SAFETY GLAZING.
• APPROVED IMPACT PROTECTIVE S+SIFM aS HLQU112LI1 FOR THIS PRODUCT IN WIND BORNE
.DEBRIS REGIONS.
8. SHIM AS REQUIRED AT EACH INSTAL _ATION ANCHOR WITH 1.0.ALI BEARING SHIM. SHIM WHERE
SPACF OF 1/16" OR GREATER OCCURS, MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. FOR NAILING FIN INSTALLATION INTO WOOD FRAMING OR 2X, BUCK USE #8 WOOD SCREWS
OR EQUIVALENT WITH SUFFICIENT LENGTH TO ACHIEVE A 1 I/2" MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS E1IOWN IN ELEVATIONS AND -INSTALLATION DETAILS,
. C. ]'OR FRAME 'N5IALLATION INTO WOO^. FRAMING OR 2X BUCK :SL E'12 WOOD SCREWS OR
EQUIVALENT WITH SUFFICIENT LENG➢I TO ACHIEVE A 1 5/8- MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
11. FOR FRAME INSTALLATION INTO MASONRY/CONCRETE USE 1/4' TAPCONS OR EQUIVALENT
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE
WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
INSTALLATION DETAILS.
12. FOR FRAME INSTALLATION INTO METAL STRUCTURE USE #12 SIAS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
13, ALL FASTENERS TO BE CORROSION RESISTANT,
RMCKS
I REV I DESC.io... I OME I A PRMID F
I A I REVISED INSTALLADON DETAILS I 06/22/IS I RL.
14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSIRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
B CONCRETE- MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI
C MASONRY - STRENGII, CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER),
O. METAL STRUCTURE: SIEFL 18CA, 33KSI OR ALUMINUM 6063 �T5 1/8" THICK MINIMUM
15. APPROVED CONFIGURATIONS. OX. XO, OXO 11
SCANNED
BY
St. Lucie Cou
SIGNED: 06/PWOIS
I - -
-- IABLE OF CONTENTS — ---- ��1+' ^_••' ` "" "' so.i-Fiaili.
m•
DOOR
1TLEI N0.
DESCRIPTION SERIES 623 VINYL SLIDING GLASS
144" X 96' NON -IMPACT
1
NOTES _ _ NOTES I
2
NAIL FIN EVATIOry oRc 40
——
5
�..
FLANGE Ft FVAIION R.L.
R.L. 08-016731
_ l - 6
...__.
INSTALLATION DETAILS SGE[ TITS °'E 07/13/12 1 SKE11 IOF
6 1
I
SERIES 623 VINYL SGD
EXTERIOR VIEWNAIL FIN INSTAUA7ON
DESIGN PRESSURE RATING IMPACT RATING
t50PSF NONE
x O.C.
R.L.
R[ 2gx5
0[SCRialq�x MIE /Y MD
REVGED MSULIALON DE?NLS 06/22/15 R.L.
SIGNED: 06/23/2015
'V
Eastern �.N�.; Mom. �.
R N� o
MYCJS9;�
\\�05
\ /
*• o
SERIES 623 VINYL SLIDING GLASS DOOR
14N x 96" NON —IMPACT
NAIL EIN ELEVATION I
�J�('�,^,*�
i,C �t ':i
A _ TAT OF W:
NTS
6
96-
MAX
FRAME
HEIOtF
5- MAX —I r 1--r B 1/2- MAX O.0
1-NtL WIUIM
144- MAX FRAME WIDTH
SERIES 623 VINYL SGD
EXTERIOR VIEW FLANGE INSTALLATION
DESIGN PRESSURE RA RNG IMPACTRA77NG
t50PSF I NONE
—I I— 6- MAX
6" MAX
i
I A' MAX 01
__ _I
_1
6' MAX
1
RENSUNS
I REN I DESCRi,,.NI I DATE I ARPRONED 1
I A I RINSED INSTALLATION DETAILS 1 06/22/15 1 R.L.
a� Eastern
....
:4,.Mtl2� I09W K]
SERIES 523 VINYL SLIDING GLASS' DOOR
_
144" X 96 NON—IMPACTI
FLANGE ELEVATION
nR.wv. DAD NO
R.L. OB-01673
111
'mE NTS "1 07/13/12 mcET3 OF 6
SIGNED: 0612312015
9/16• MIN. x[m5nv5
EDGE DISTANCE 7/8 MIN, REv DESCRiRuoG o•`E ---D
EDGE DISTANCE 1
WOOD FRAMING METAL I I 1/4.. A REVISED MSIALTATIDN DEJgILS 06/22/IS R.L.
OR 2x BUCK 1 5 8" MIN. STRUCTURE VAX
BY OTHERS EMBEDMENT BY OTHERS SHIM III— I/4.. MAX.
SPACE 1 SHIM SPACE
cr� / 7/8- MIN.
APPROVED - OU ° O APPROVED J .. �° _ O EDGE DISTANCE
SEALANT SEALANT °
T�-� SHIM SPACE INTERIOR
N12 WOOD 0- ❑ �7tl
o
Nlz sM5 oR SCREW' I II N12 SMS OI:
- =
(O� I QO SELF DRILLING
1 SELF DRILLING❑ �❑ -
i l SCREWS
i SCREW—
II-- - I) INTERIOR I -.- ME'IAi - 4 __ L
❑ ❑OpC I I___❑ �o❑L STRUCTURE ❑PE .
9Y OTHES !
I• I i EXTERIOR
I� D ,1j r D Y� gaRiU'F.7 ��JAMBI_NSTALLATIONDETAIL
-. it - -- -- SLALAl11 METAL STRUCTURE INSTALLATION
EXTERIOR J ..L INTERIOR
1 5/8" MIN. ___ _ 1/4- MAX.
EXTERIOR II ! �, (� EMBEDMENT 1 SHIM SPACE.
T-.__ �9
1 9 ❑ Q _ ..J
it l L��I.❑ 410
9/16 MIN.EDGE DISTANCi II °IINTERIOR
N12 WOOD �I nSCREW N12 SMS OR1�SELF DRILLINGAPPROVED SCREWSEALANT v pl2 WOODOAPPROVED ] 1/4" SCREWSEALANT fJ--'1IM MAx. SHIM SPACE °
SHIM Do
SHIM WOOD FRAMING -
svgcE OR zx BUCK I EXTERIOR
WOOD FRAMING 1 5/8" MIN, BY OTHERS
OR 2X BUCK EMBEDMENT
BY OTHERS --- APPROVED I• JAMB INSTALLATION DETAIL
\� SEALANT WOOD FRAMING OR2XBUCKINSTALLATION
9/16" MIN, METAL
7/8" MIN. I SIGNED: 0612312015
EDGE DISTANCE EDGE DISTANCE STRUCTURE wnwwwrtaw.. rzw IIII/
BY OTHERS ��•ME$S[Brn uL`Fn" \\\\\g a•• L�//oj�
VERTICAL CROSS SECTION_ VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCKINSTALLAT/ON METAL STRUCTURE INSTALLARON
SERIESy 623 VINYL •SLIDING GLASS''I DOOR*• B •'
NOTES: 144" K 95" NON -IMPACT 'i _ �/^�^(_�^,',•,
1. INTERIOR AND EXTERIOR FINISHES. BYOTHERS. INSTALLATION DETAILS �y1TATt OF
NOTSHOWNFORCLARI".. oR•wK: xEv ��•OF•FLORIOP'•�C�
2. PER/METERANDJOWTSEALANTBYOR/ERSTOBE R.L. 08-0167311, IA
DESIGNED IN ACCORDANCE WITH ASTM E2112 m.c uo
SCHE NTS ITITE 07/13/12 1 SHEET 0 6 JA'llir I^ll\\O\\
CONCRE7E/MASONRY
BY OTHERS
OPTIONAL 1$ BUCK
TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET I
APPROVED
SEALANT
114' IAPCON
1/4" IAPCON
APPROVED
SEALANT
OPTIONAL IX -\
TO BE PROPERBULCKY
SECUR
SEE NOTE 3 SHEETED
CONCREIE/MASONRY
Be OTHERS
2 1/2" MIN. _I
EDGE DISTANCE
• ^ ' • , 1 1/4" MIN.
a EMBEDMENT
CoII(c] —sDtJo
1/4" MAX
_
.n I SHIM SPACE
n
-- INTERIOR
a
I C�1B
r-11-fir
1/4" MAX.
SHIM SPACE
o
D
1 1/4" MIN.
EMBEDMENT
_
e
_`-
--_I
(LICE DISTANCE
VERTICAL CROSS SECTION
CONCRETEAIASONRY INSTALLATION
1 1/4- MIN, _-
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
OPTIONAL. IX BUCK
TO BE PROPERLY
SECURED
SEE NOTE 3 SHEE7 1
I �\tea"Sml
2 112'
MIN.
EDGE
DISTANCE I '
APPROVED --/
SEALANt
GENSIONS
NLv "S".72
I - o•rL • PaMD
p REVISED INSTALLAPON WAILS 06/30/IS R.L.
I-. 1/4" MAX,
SHIM SPACE
NOTES.
1. INTERIORAND EXTERIOR FINISHES. BY OTHERS.
NOTSHOWNFORCLARIT ..
2. PERIMETER ANOJOINTSEALANTBYOTHERS TO
DESIGNED INACCORDANCE WITH ASTM E2112
SERIES 623 VINYL SLIDING GLAS
144" K 95" NON -IMPACT
INSTALLATION DETAILS
DRAWN: O'.1Y NO
R.L. 08-01673
X-E NTS D'OE 07/13/12 1 SNECIB
SIGNED, 0612312015
APPROVED —
SEALANT
BEHIND FIN
NB WOOD —
SCREW
]/16 MIN
EDGE DISTANCE
EXTERIOR
7/1fi MIN
EDGE DISTANCE
dB WOOD
SCREW
APPROVED
SEALANT
BEHIND FIN VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INST—ALLAPON
1 1/2• MIN.
EMBEDMENT
WOOD
4;j
FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
r
INTERIOR
REVISED I STALLADON
WOOD FRAMING _ 1/4 MAX
BY OTHERS r SHIM SPACE
#8 WOOD
SCREW \ I
-- -- - Nl INTERIOR
MIN D
EMBEDMEN' --._
0
D [ lD
APPROVED �l ' J9
SEALANT 4
?L 111N0 FIN -
/I6 M"u
EDGE Dr, IANCE EXTERIOR
JAMB INSTALLATION DETAIL.
WOOD FRAMING OR 2X BULK INSTALLATION
1/4- MAX NOTES..
SHIM SPACE 1. INTERIORAND EXTERIOR FINISHES. BYOTHERS.
NOTSHOWNFORCIARRY.
2. PERIME7ERANDJOINTSEALANTBYOTHERST06E
DESIGNED INACCORDANCE MTHASTM E2112
WOOD
FRAMING
BY OTHERS
SERIES 623 VINYL SLIDING GLAS
144- z 96" NON -IMPACT
INSTALLATION DETAILS
NTS
FMSgN$
wIE .=vvoio
LS 06/22/15 R.I.
SIGNED
V••yXC
OOR l*
w
,A . TA
vn i0w•F• RCC
i S •.
6 A
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURERS PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
B. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR C4=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
14. FOR ANCHORING INTO WOOD FRAMING OR 2K BUCK USE X8 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
TABLE OF CONTENTS
DESCRIPTION
I W6 UFAC111RER'S NAMEICHANGE 1 03/04/09 R.L.
B REVISED INSIA TIONDETAILS 06/19/15 1 R.L
15. FOR ANCHORING 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 IN ELEVATIONS AND INSTALLATION DETAILS.
16. ALL FASTENERS TO BE CORROSION RESISTANT.
17. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WqH ANCHOR
MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SFkLL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI`
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
18. UNITS MAY BE INSTALLED WITH OR WITHOUT FLANGE. III
2 ELEVATION A.M.
3 — 4 INSTALLATION DETAILS _ scar= NTS
1541 VINYL DOUBLE HUNG
W/FLANGE — 47 1/2- X
NOTES
SIGNED: O6/P wis
N
6• MAX
47 1/2' MAX FRAME WIDTH --
17 1/2-
MAX O.C.
6' MAX
L
'Fl/�
1/2-
MAX
AX O.C.
71 �—NFRHEIGHT
6' MAX
1541 VINYL DOUBLE HUNG WINDOW
EXIMM VIEW
DESIGN PRESSURE RATING IMPACTRAT/NG
t50.OPSF NONE
NOTES:
1. MAXIMUM SASH SIZE: 44 3/8' X 35 3/4'
2. MAXIMUM D.L.O.: 43 50' X 34 1/4'
H
ri 9EY6pN5
PE`/ OESCRVIgN
ogre ArrNwFy
A I MANUFACTURER'S NAME CIMNGE 03/04/09 R.L
B 1 REVISED INSTAUATIONJ;DETAILS 1 1
106/19/15 R.L
I 1541 VINYL DOUBLE HUNG WINDOW
W/FLANGE - 47 1/2" X 71 1%2"
ELEVATION I'I
A.M.
SIGNED. OSM2015
2 1/2" MIN. �{
EDGE DISTANCE
CONCRETE OTHERS •. i •, 1 1 /4" MIN.
° ° EMBEDMENT
°
OPTIONAL 1X BUCK �T
SEE NOTES
SHEET I •�
BACKER ROD 1/
& APS SHIM SPACE
[� 3/16" TAPCON
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
OPTIONAL
EE X NOTE
S
SHEET 1
CONCRETE/MASONRYBy OTHERS
INTERIOR
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX.
SHIM SPACE
VERTICAL CROSS SECTION
OONCflETF1MASONRY INSTALTA7TON
1 1/4" MIN
EMBEDMENT
CONCRETE/MASONRY
By OTHERS
:.•a
OPTIONAL 1X BUCK
SEE NOTESSHEET 1
3/16" TAPCON <'•.
2 1/2"
MIN.
EDGE
DISTANCE
MANUFACTURER'S NAME CHANGE
REVISED INSf
1/4" MAX.
SHIM SPACE
NOTES:
1. INTERIOR AND EOERIOR FINISHES. BYO7NE
NOT SHOWN FOR CLARITY' 0 BE
2. jolgTSFALANTSYOTHERS
DESIGNED [NANCCOROANCE WITH STME2112
INTERIOR
c
EXTERIOR
. DOUBLE HUNG WINDOW
41/2 Xj 71 1/2
.. . YInM DETAILS
SIGNED: 06W 20 5 j
t-eta 13 id.-m;3ta Farrow Construction 772-217-3918 13.5
2018-02-07 09:41 p 9 >> 77� 217 3918
P 4/4
RECEIVED
MAR 2 9 2018
ST. Lucie county, Permittl I ng
A z 1-
CK,
a
o�s
Z-�