541 Beach Ave RES20-0095 rev, dwgs 6-2-20 1 of 2_1GENERAL NOTES: SERIES 5520
IMPACT RESISTANT, VINYL FIXED WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE.
2) ALL WOOD BUCKS LESS THAN 1 -1/2" THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.
WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2" THICK OR
GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE
DESIGNED TO PROPERLY TRANSFER LOADS TO THE
STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS
THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR
ARCHITECT OF RECORD, (AOR).
B, SEE
SHEET 3
3) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE
BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF
SUFFICIENT EMBEDMENT. INSTALLATION ANCHORS
SHOULD BE SEALED. OVERALL SEALING/FLASHING
STRATEGY FOR WATER RESISTANCE OF INSTALLATION
SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE A, SEE
OF THESE INSTRUCTIONS.SHEET 3 1
4) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR
LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE
SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING
APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BESUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON -
THEM BY THE WINDOW.
15" MAX.
5) THE ANCHORAGE METHODS SHOWN HAVE BEEN O.C.
DESIGNED TO RESIST THE WINDLOADS CORRESPONDING
TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF --
THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS
USED FOR THE EVALUATION OF ANCHORS INTO WOOD.8 -I
ANCHORS THAT COME INTO CONTACT WITH OTHER
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE FOR CORROSION
RESISTANCE.
TABLE 1:
Window Buck Size
Width
84
84
84
96
75
36
Height
54
54
72
63
48
72
Design Pressure
(+) psf
65.0
70.0
70.0
70.0
50.0
50.0
65.0
70.0
70.0
70.0
50.0
50.0
(.) psf
Certification
(CAR) Number
190-281, 1019
190-284, 1019
190-279,1012
190-283, 1020
190-280, 1013
190-282, 1014
MAX. BUCK WIDTH SEE TABLE 1 -
-- 15"MAX. O.C.
lili
11
F 6" MAX.
i
A
MAX. BUCK
HEIGHT, SEE
TABLE 1
6" MAX.U .4 V
TYP. EQUAL-LEG/BOX & FLANGE
FRAME (SHAPES SIMILAR)
1-
D, SEE
SHEET4
C, SEESHEET4
4" MAX.
O.C.
D-I
MAX. BUCK WIDTH SEE TABLE 1
1-11-4" MAX. O.C.
...........
-- 2, MAX
I. ............
2" MAX.4.,-
TYP. INTEGRAL FIN & J-CHANNEL
FRAME (SHAPES SIMILAR)
SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING
DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET.
CERT. OF AUTH. #29296
1070 TECHNOLOGY DRIVE
N. VENICE FL 34275
(941)-480-1600
hz
CK
VINYL FIXED WINDOW FPA (IMP.-RESIST.)
GENERAL NOTES & ELEVATIONS $5 J
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PW-5520
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NTS 1 OF 4 80
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MAX. BUCK
HEIGHT, SEE
TABLE 1
V.-. .S: . -
.. f , D
6 . 4 11,*-)If -: 4-
A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 2: ANCHORS INSTALLED THROUGH FRAME
Anchor
#10 SMS
(steel, 18-8 S.S.
or 410 S.S.)
Max. DP of 50.0
#12 SMS
(steel, 18-8 S.S.
or 410 S.S.)
3/16" Ultracon
(steel)
Max. DP of 50.0
1/4" Ultracon
(steel)
1/4" Crete-Flex
(410 S.S.)
1/4" Aggre-Gator
(18-8 S.S.)
Substrate
P.T. Southern Pine (SG=0.55)
Steel, A36
Steel Stud, A653 Gr. 33
Aluminum, 6063-T5
P.T. Southern Pine (SG=0.55)
Steel, A36
Steel Stud, A653 Gr. 33
Aluminum, 6063-T5
P.T. Southern Pine (SG=0.55)
Concrete (min. 2.85 ksi)
Ungrouted CMU, (ASTMC-90)
P.T. Southern Pine (SG=0.55)
Concrete (min. 2.85 ksi)
Ungrouted CMU, (AS™ C-90)
Concrete (min. 2.85 ksi)
P.T. Southern Pine (SG=0.55)
Concrete (min. 3.35 ksi)
Ungrouted CMU, (ASTM C-90)
Concrete (min. 3.35 ksi)
Concrete (min. 3.275 ksi)
P.T. Southern Pine (SG=0.55)
Ungrouted CMU, (AS™ C-90)
5/16" A/A PVB
7/16" AIR SPACE
1/8" ANNEALED OR
TEMPERED GLASS 7
DURASEAL,
SUPERSPACER
OR CARDINAL
XL EDGE
VISIBLE LIGHT FORMULAS
WIDTH: BUCK WIDTH - 4-5/16"
HEIGHT: BUCK HEIGHT -4-5/16"
VISIBLE LIGHT WIDTH OR HEIGHT
(ALSO REFERRED TO AS DAYLIGHT
OPENING) IS MEASURED FROM
BEADING TO BEADING.
.
--4 7/8" NOM. 1--
Min. Edge
Distance
*71-8.-
315,
3/8'
315'
9/16"
318'
318'
315'
7/16"
1"
2-1/2"
1"
1"
2-1/2"
2-1/2"
1"
1"
2-1/2"
2-1/2"
1-1/2"
1"
7'
Min.
Embedment
1-3/8"
0.050"
0.0346" (20 Ga.)
0.0713" (14 Ga.)
1-3/8"
0.050"
0.0346" (20 Ga.)
0.0713" (14 Ga.)
1-3/8
1-3/8"
1-1/4"
1-3/8"
1-3/4"
1-1/4"
1-3/4"
1-3/8"
1-3/4"
1-1/4"
1-3/4"
1-3/8"
1-3/8"
1-1/4"
Anchor
2-1/2" x .131" Common Nail
Max. DP of 50.0
2-1/2" x 131" Ring-shank Nail
2-1/2" x .145" Rooting Nail
#10 SMS
(steel, 18-8 S.S.
or 410 S.S.)
ANCHOR NOTES:
1) "UNGROUTED CMU" VALUES MAY
BE USED FOR GROUTED CMU
APPLICATIONS.
2) PANHEAD, FLATHEAD OR
HEXHEAD ARE ACCEPTABLE.
3) ANCHOR LENGTH TO BE SO THAT
A MIN. OF 3 THREADS EXTEND
BEYOND THE METAL SUBSTRATE-
- 7/8- NOM. -
4
5/16" 8/8 PVB
3/8"AIR SPACE i
3/16" ANNEALED OR .
TEMPERED GLASS 7 i
DURASEAL,
SUPERSPACER
OR CARDINAL
XL EDGE
.
GLAZING TYPES
CERT. OF AUTH. #29296
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)-480-1600
CC
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iz
TABLE 3: ANCHORS INSTALLED THROUGH INTEGRAL FIN
7/16" A/A PVB
3/8" AIR SPACE
3/16" ANNEALED OR
TEMPERED GLASS -1
DURASEAL,
SUPERSPACER
OR CARDINAL
XL EDGE
CJ
Substrate
P.T. Southern Pine (SG=.55)
P.T. Southern Pine (SG=
P.T. Southern Pine (SG=
P.T. Southern Pine (SG=
Aluminum, 606345
Steel Stud, Gr. 33
Steel, A36
EXTERIOR
-55)
.55)
.55)
Min. Edge
Distance
9/16"
Min.
Embedment
2-7/16"
2-7/16"
2-7/16"
1-3/8"
0.050"
0.0346" (20 Ga.)
0.050"
1/2" NOM.GLASS
BITE TYP.
GE-7700 OR DOW-791 SILICONE
f--/- T-*7%
Ul A I! 24 ji (Lul 15
..
.
TYP. GLAZING DETAIL
-- 1"NOM. »
.
7/16" H/H SG
3/8" AIR SPACE
PVB AND SG INTERLAYERS MANUFACTURED BY
DUPONT INC. (AKA KURARAY AMERICA, INC.)
9/16"
9/16"
DURASEAL,
SUPERSPACER
OR CARDINAL
XL EDGE
VINYL FIXED WINDOW FPA (IMP.-RESIST.)
GLASS/ANCHOR OPTIONS
0
314'
3/8"
3/8"
3/8"
3/16" ANNEALED OR
TEMPERED GLASS 7
PW-5520 NTS 2 2 OF 4 80
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FPA-5520.0 %62 Z
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A. LYNN MILLER, P.E.
P.E.# 58705
EXTERIOR
EQUAL-
LEG/BOX
FRAME
SHOWN
FLANGE
FRAME
SHOWN
BUCK
HEIGHT
A
EDGE DISTANCE --·-----|
H »U-11»«11»t-------
»1
----r--- I
n fe 1 fr-hy
1_-1
7/8" THICK I.G.
1" THICK I.G.
EMBEDMENT
EMBEDMENT -u---
j--- - -- -
EDGE
DISTANCE
SHOWN INSTALLED
THROUGH 1X
BUCKSTRIP
/5£1
SHOWN
INSTALLED
DIRECTLY TO
SUBSTRATE
' lou 311 U IL+-1, If-)
1 \'111 -\141 1t 1 #f 'EBDMENT
,----···---- EDGE DISTANCE
VERTICAL SECTION B-B
T
'1 11 11 1
SHOWN
INSTALLED
DIRECTLY TO
METAL
SUBSTRATE
<
-1
SHOWN
INSTALLED
DIRECTLY TO
SUBSTRATE
2.5 L
I=.O
FLANGE
FRAME
SHOWN
/1 91 b
ji iF---j
-iNS
®
lilli--1
1 L---1 1" THICK I.G. - z11 11
\
ICZC :-7/8' THICK I.G.
FLANGE EXTERIOR
FRAME SHOWN
BUCK WIDTH
EXTERIOR
0
CERT. OF AUTH. #29296
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)-480-1600
U
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03
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.
HORIZONTAL SECTION A-A
INSTALLATION NOTES:
0 0LE 0
(3
SHOWN
INSTALLED
THROUGH 1X t-«-BUCKSTRIP
EQUAL-
LEG/BOXp | FRAME
SHOWN
EMBEDMENT
---7
EDGE
DISTANCE
1 ) SEE SHEET 1 FOR SPACING REQUIREMENTS.
2) SEE TABLE(S) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS.
3) MAX. SHIM THICKNESS TO BE 1/4".
4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN
REQUIREMENTS.
5) FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES.
VINYL FIXED WINDOW FPA (IMP.-RESIST.)12/13/14
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FLANGE & EQUAL-LEG/BOX FRAMES & J ROSOWSKI
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PW-5520 NTS 2 3 OF 4
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EXTERIOR
BUCK
HEIGHT
J-CHANNEL
FRAME
SHOWN
„918
INTEGRAL
FIN
FRAME
SHOWN
]1 9
\.
[
t
1S
VERTICAL SECTION D-D
SHOWN
INSTALLED
THROUGH
THEINTEGRAL FIN EMBEDMENT -4
51 ir«1 lu
{-31
Li
U8" THICK I.G.
1" THICK I.G.
SHOWN
INSTALLED
THROUGH
THE FRAME
EDGE DISTANCE
·3< _ 2) ic!+ ir)
1 -
f
__,1» <»<U» EMBEDMENT- 1
--1 EDGE DISTANCE b---
EMBEDMENT -4- *-4
'' filirl\M\, 1 -
1 11111,1 1111
EDGE ill\. ,/ 1 &11
DISTANCE 1» Li + 31 11 r f.}
f /lift\111 I i111,1111 I '1111 01
J-CHANNEL 5
FRAME CZEDC) :
SHOWN
'1 11 11 1
IF
Ii
./
1]j
i'
i 4111
1 8.--1
P==ll>4 L
INTEGRAL _jS 'FIN u
FRAME (E __
SHOWN EXTERIOR
0
INSTALLATION THROUGH
THE FRAME, INTO METAL
1--
CERT, OF AUTH. #29296
--1
1070 TECHNOLOGY DRIVE
N. VENICE FL 34275
(941)-480-1600
SHOWN
INSTALLED
THROUGH
THE FRAME
SHOWN
INSTALLED
THROUGH
THE
INTEGRAL FIN
1"THICK I.G. --
EXTERIOR
0
04
(D
- 7/8" THICK I.G.
BUCK WIDTH
HORIZONTAL SECTION C-C
1___1_-1_.11 ,
'r
A
11
It
11) -
INTEGRAL
FIN
FRAME
SHOWN
Ir
I
C F.4 1
EXTERIOR
0
INSTALLATION THROUGH THE
INTEGRAL FIN, INTO METAL
J-CHANNEL & INTEGRAL FIN FRAMES
Pj
A
t==
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PW-5520 0
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VINYL FIXED WINDOW FPA (IMP.-RESIST.)
40F4
0
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Ch
EDGE DIST
r=fl
ANC
11
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INSTALLATION NOTES:
1 1/L-4
)iNNI:-]-11i
INTEGRAL
9 FIN
FRAME
SHOWN
EMBEDMENT
1) SEE SHEET 1 FOR SPACING
REQUIREMENTS.
2) SEE TABLE(S) ON SHEET 2 FOR
ANCHORAGE AND SUBSTRATE
REQUIREMENTS.
3) MAX. SHIM THICKNESS TO BE 1/4".
4) GLASS SHOWN IS FOR ILLUSTRATIVE
PURPOSES ONLY AND MAY DIFFER TO MEET
1 DESIGN REQUIREMENTS.
5) FIN AND/OR FLANGE MAY BE REMOVED TO
CREATE OTHER FRAME TYPES.
0 12/13/14
ROSOWSKI
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FPA-5520.0 3
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A LYNN MILLER, P.E.
P.E.#58705