1912 HICKORY LN - KITCHEN REMODEL DRAWINGSm
REVIEWED FOR CODE COMPLIANCE
OFFICE COPY CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
REVIEWED BY:_n?, DATE: G' X1'1ut r
22'-1"
21
IODW3630
94"-
-36
1"----77[�4
W4239� I�� `O' W4239
U369324SS III
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111 0
1 -END WILL BE OUT OF EXISTING cis
WOOD MATERIAL THAT IS ON
BACK OF ISLAND. W3630
'1:
W3930
131.;"
S Q f f - I Ts
t
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36"-
0 0
W3630
W3192•1 F24W
.2D.1
All dimensions _size designations
given are subject to verification on
site and adjustment to fit job
This is an original design and must
not be released or copied unless
applicable fee has boon paid or job
1}esimncd: 5/30/201 h
Printed: 5/30/201 R
.job
eonditions.
N is x
a a
order placed.
WALLACLKIT5.30^2 I All Drawing ti: I No Scale .
P,EmwC �ovv ni I2 " of ac rrrf
-R -F_:i\D � E -ALL- 0-- S OZZD � __rC) PS
RE,-A,DQE- �J,4_t>00
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All dimensions _size designations
given are subject to verification on
job site and acjjustment to fit job
This is an original design and must
not be released or copied unless
applicable fee has been paid or job
Desi med: -S/30/2018
Printed: 5/30/201 S
conditions.
order placed.
WALLACEKIT5.30^2
All Drawing it: 1 No Scale.
. k
20
—F93W
Is
-- 315"
194"
V ---f-21 "� 36" 36"�30"�21 "�24
LODW3630- (III U369324SS INI
DO309324 [114DB21 g 4
II vy W4239 I W3921 F24
DISH-IQ6 B21WB
---?REF.21).1 DW36
1
1 -END WILL BE OUT OF EXISTING Is
WOOD MATERIAL THAT IS ON
BACK OF ISLAND. W3630 W3930 W3630
2
12 ll �IF! � k ( � kEP 1—�_ 131,'—,•;'
pec 1Ci
4 APPAO (L
Ictk) OA-aiikOTS `moo P' 4cn
AnDE7D etc, nL-E �s
lyJ,ku-�C� T> Z0 Pa SED
All dimensions _size designations
given are subject to verification on
job site and adjustment to fit job
This is an original design and must
not be released or copied unless
applicable fee has been paid or job
Designed: 5/30/2018
Printed: 5/30/2013
conditions.order
2 '.
placed.
WALLACEKIT5.30^2 All Drawing H: 1 INo Scale.
NOTES:
1. THE PRODUCT SHOWN HEREIN :S DESIGN AND MANUFACTURED TO COMPLY WITI�
REQUIREMENTS OF THE FLORIDA BUILOIN i�ODE.
2. avooD FRAMING AND MASONRY C=E^1!NG 0 DE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE.;.A'v"I:NG AND MASONRY OPENING iS THE
RESPONSIBILITY OF THE ARCHITECT OR E JGINEER OF RECORD.
3. IX BUCK OVER MASONRY/ CONCRETE IS PTIONAL.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1 — 1 % WINNOW UNITS "BUST BE
5.
6.
8.
9.
10
11
12
13
14
ANCHORED THROUGH THE FRAME IN ACC RDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS S ALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
WHERE WOOD BUCK THICKNESS IS?/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR THER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SEC RED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATIOINSTRUCTIONS.
WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED W`iTH APPROVED
COATING OR MEMBRANE. SELECTION OF (DATING OR MEMBRANE IS THE RESPONSIBILITY 01-
THE
FTHE ARCHITECT OR ENGINEER OF RECOR
BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
SHIM AS REQUIRED AT EACH ANCHOR LO"'ATION WITH LOAD BEARING SHIM. SHsM WHERE
SPACE OF 1/16" OR GREATER OCCURS. 'MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
SHIMS SHALL BE MADE FROM MATERIALS CAPABLE OF SUSTAININ"S APPLICABLE LOADS,
LOCATED AND APPLIED IN A THICKNESS (APABLE OF SUSTAINING APPLICABLE LOADS.
WIND LOAD DURATION FACTOR Cd= 1 .6 W S USED FOR WOOD ANCHOR CALC"L.ATIONS.
FRAME MATERIAL: EXTRUDED RIGID PVC.
UNITS MUST BE GLAZED PER ASTM E130 —04.
APPROVED IMPACT PROTECTIVE SYSTEM RE UIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
FOR ANCHORING INTO WOOD FRAMING 0 2X BUCK USE #8 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 I", " MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
TABLE OF CONTENTS
SHEET NO. DESCRIPTION
INOTES —
2 ELEVATION
3 — 5 INSTALLATION DETAILS
REVISIONS
REV DESCRIPTION
RIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 09/16/11 R -L.
15. FOR ANCHORING 1'J T O MASONRY /CONCRETE USE 3/1 6" TAP -0NS 4Ai!TH SUFFICIENT LENGTH
TO ACHIEVE A "1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1112'' MINIMUM EDGE
DISTANCE. LOCATE ANCHORS AS SHOWN W ELEVATIONS AND INSTALLATION DETAILS.
16 . FOR ANCHORING INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING SCREWS WIT H
SU FICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
11. ,ALL FASTENERS TO BE CORROSION RESISTANT.
18. INSTALLATION .ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS .AND ANCHORS SHALL 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).
D. METAL STRUCTURE: STEEL 1 8GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 3240/3540 FINLESS PVC SH WINDOW
STEEL REINFORCED - NON -IMPACT 52" X 62"
NOTES
DRAWN: DWG NO.
V. L. 08-02269
SCALE NTS DATE 01/09/14 1 SHEET 1 OF 5
OFFICE COPY
SIGNED: 09/16/2014
52" MAX FRAME WIDTH
i
4" MAX.
SEE ANCHOR CHART
THIS SHEET FOR UNIT
SIZE AND ANCHOR
QUANTITY O
,i
MAX.MAX
0. C.
_. __- — - —
FRAME
jHEIGHT
30.0 36.0 42.0 48.0
52.0
24.0
2
2 2 2
2
30.0
2
i
2
36.0
3
3 3 3
3
42.0
3
4" MAX
SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW
EXTERIOR VIEW
DESIGN PRESSURE RATING I IMPACT RATING
OPSF
NONE
REVISIONS
REV DESI F1,1P1ION DATE APPROVED
A REVISED INSTA LAT'ON DETAILS 09,' ! b% ? 5 R.L.
Number of anchors reauired at each iamb
Height
(in)
Panel width (in)
30.0 36.0 42.0 48.0
52.0
24.0
2
2 2 2
2
30.0
2
2 2 2
2
36.0
3
3 3 3
3
42.0
3
3 3 3
3
48.0
3
3 3 3
3
54.0
4
4 4 4
4
60.0
4
4 4 4
4
62.0
4
4 41 4
4
M1 WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 3240/3540 FINLESS PVC SH WINDOW
STEEL REINFORCED — NON—IMPACT 52" X 62"
ELEVATION
DRAWN: DWG NO.
V. L. 08-02269
SCALE NTS DATE 01/09/14 1 SHEET OF 5
REV
A
OFFICE COPY
SIGNED: 09/16/2015
0 � /
*. 0 5 •
TAT 0 F ; tcc
��ii9/01VAI,�?��`�
WOOD FRAMING
OR 2X BUCK
BY OTHERS
APPROVED
SEALANT
r vrrr�i��
APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1;'4 MAX.
SHIM SPACE
'EAD TO BE SET
N A BED OF APPROVED
,ONSTRUCTION ADHESIVE
RF -104S-020
REINFORCEMENT
GVL-451-020
REINFORCEMENT
•rrI il-% rl
GVL-451-020
REINFORCEMENT
SILL TO BE SET
® / N A BED OF APPROVED
CONSTRUCTION ADHESIVE
11/4 MAX.
SHIM SPACE
0
VERTICAL CROSS
WOOD FRAMING OR 2X BUG
NOTES:
I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
;TION
TALLATION
REVIS.ONS
REVDESCRIPTION DATE APPROVED
- ._ - -- --- - - - -- - -- -----
A �FRIEV SEC INSTALLATION DETAILS Oq/l0/15 F .L
1 1/4" MIN. �. 1/4 MAX.
EMBEDMENT SHIM SPACE GVL-451 -020
REINFORCEMENT
%/16" MIN.
EDGF DISTANCE i »1 % INTERIOR
0
#8 WOOD
SCREW
WOOD FRAMING �
OR 2X BUCK
BY OTHERS L APPROVED EXTERIOR
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 3240/3540 FINLESS PVC SH WINDOW
STEEL REINFORCED - NON -IMPACT 52" X 62"
INSTALLATION DETAILS
DRAWN: DWG NO.
V. L. 08-02269
SCALE NTS DATE 01/09/14 SHEET OF 5
REV
A
OFFICE COPY
SIGNED: 09/16/2015
`\\\` Rt 11L 0
•��G E N
= * • o`3� 5cc
• yt =
:�o • TAT
00 loo A ••
� •.1OR10P• ��\�
ONAL
t►rnttt
M ETAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
cYTCQ1
APPROVED
SEALANT
M ETp
STRUCTUR
BY OTHER
1; 4 MAX.
SHIM SPACE
0 BE SET
-D OF APPROVED
UC; T ION ADHESIVE
tl')r i nicl-020
=MENT
-020
-MENT
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
51-020
)RCEMENT
TO BE SET
BED OF APPROVED
STRUCTION ADHESIVE
1/4 MAX.
SHIM SPACE
5/ 8.. h
EDGE DIS
#8 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
REV'SONS
REV DESCRIPTONI DATE APPROVED
--- - - .------ __-_-. ----.....
A REVISED INSTALLATION DETAILS 09/16/15 R.L
OFFICE COPY
1 /A MAY
/L--451 -020
-INFORCE!v1ENT
ERIOR
rcoino
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 3240/3540 FINLESS PVC SH WINDOW
STEEL REINFORCED - NON -IMPACT 52" X 62"
INSTALLATION DETAILS
DRAWN: DWG NO.
V. L. 1 08-02269
SCALE NTS DATE 01/09/14 SHEET 4 OF 5
SIGNED: 09/16/2015
5 1R1 I it O l�i
`N•� •`.�G E NSF' •'�'�:-
Q:z:
�� • TAT OF ; t�
� n � 1
REV �A ��0R�O�i� \`
V \
NAI
�i///O,,`\\�
CONCRETE/ MASONRY
BY OTHERS
OPTIONAL 1X BUCK
SEE NOTES 3-7
SHEET 1
APPROVED
SEALANT
EXTERIOR
APPROVED
SEALANT
OPTIONAL IX BUCK
SEE NOTES 3-7
SHEET 1
CONCRETE/MASONRY
BY OTHERS
a
I
1/4 MAX.
SHIM SPACE
HEAD TO BE SET
IN A BED OF APPROVED
CONSTRUCTION ADHESIVE
RF -104S--020
REINFORCEMENT
GVL-451 -020
REINFORCEMENT
Iu
I
,, v I ERIOR
GVL-451 —020
/ REINFORCEMENT
SILL TO BE SET
IN A BED OF APPROVED
CONSTRUCTION ADHESIVE
1/4 MAX.
SHIM SPACE
d
aG
c
i APPROVED
A
°
R.L.
°
�
G
n
e
G
a
e °
d
a
d
d ° d
I
1/4 MAX.
SHIM SPACE
HEAD TO BE SET
IN A BED OF APPROVED
CONSTRUCTION ADHESIVE
RF -104S--020
REINFORCEMENT
GVL-451 -020
REINFORCEMENT
Iu
I
,, v I ERIOR
GVL-451 —020
/ REINFORCEMENT
SILL TO BE SET
IN A BED OF APPROVED
CONSTRUCTION ADHESIVE
1/4 MAX.
SHIM SPACE
d
G
c
i APPROVED
A
°
R.L.
°
�
G
n
e
d
d
a
d
d
aG
°
°
e
G
d
°
v
I
1/4 MAX.
SHIM SPACE
HEAD TO BE SET
IN A BED OF APPROVED
CONSTRUCTION ADHESIVE
RF -104S--020
REINFORCEMENT
GVL-451 -020
REINFORCEMENT
Iu
I
,, v I ERIOR
GVL-451 —020
/ REINFORCEMENT
SILL TO BE SET
IN A BED OF APPROVED
CONSTRUCTION ADHESIVE
1/4 MAX.
SHIM SPACE
d
G
DESCRIPTION DATE
i APPROVED
A
REVISED INSTALLATION DETAILS ! 09,' 16/15
R.L.
�
G
a
a
d
e
°
e
d
°
v
G
CROSS SECTION
INSTALLATION
1 1 -/'4 " MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS v
OPTIONAL 1X BUCK ° a
SEE NOTES 3-7 I °
SHEET 1 °
°
3/16" TAPCON
°a
I v
°
a
1/2"
0
MIN.
EDGE 4 v
DISTANCE
°
v v
REV'&ONS
REV
DESCRIPTION DATE
i APPROVED
A
REVISED INSTALLATION DETAILS ! 09,' 16/15
R.L.
1/4 MAX.
SHIM SPACE
GVL-431 —020
REINFORCEMENT
EXTERIOR
�-
APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED: 09/16/2015
MI WINDOWS AND DOORSO���/i
650 WEST
PA MARKET17030 0370T .�`•� - EIV *
• s., I_
SERIES 3240/3540 FINLESS PVC SH WINDOW fir• 0 5
STEEL REINFORCED - NON -IMPACT 52 X 62" •
INSTALLATION DETAILS • `TAT OF ; �=
DRAWN: F7777 - REV ii�s:'ZORVD ` \lam
SCALE BATE 08-02269 A S�ONA�..t���\��`
NTS 01 /09/1 4 5 OF 5