541 Beach Ave RES20-0095 rev dwgs 6-2-20 2 of 2_1GENERAL NOTES: SERIES 5540
IMPACT RESISTANT, VINYL
CASEMENT 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. 1 X 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).
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 OF THESE INSTRUCTIONS.
4) MAJ(. 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 BE SUFFICIENTLY ANCHORED TO
RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
5) THE ANCHORAGE METHODS SHOWN HAVE BEEN
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. ANCHORS
THAT COME INTO CONTACT WITH OTHER DISSIMILAR
MATERIALS SHALL MEET THE REQUIREMENTS OF THE
FLORIDA BUILDING CODE FOR CORROSION
RESISTANCE.
84"
MAX.
BUCK
HEIGHT
V
A, SEE
SHEET 4
- 36" MAX. BUCK WIDTH ---
= B, SEE 4" MAX.SHEET 4
IL I»»»]13.4"
MAX.
O.C.
-B 1-*-- 4"MAX.
28"MAX. O.C. ..
ELEVATION FOR TYP. EQUAL LEG/BOX & FLANGE FRAME
TABLE 1:
Window Buck Size
Width
36"
34.365"
36"
CERT. OF AUTH. #29296
Height
71.593"
75"
84"
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)-480-1600
Ck
13
0
(D
Reinf.
Level
Standard
Standard
HD
Ed02
- 36" MAX. BUCK WIDTH -
-D, SEE
SHEET 4 ---] 1-•- 3-3/8" MAX.
. . .1
C
C,SEE 4 -
SHEET 4
84"
MAX.
BUCK
HEIGHT 4"
MAX.4" MAX. O.C.-11-3-3/8" -1
ELEVATION FOR TYP. FIN & J-CHANNEL FRAME
Design Pressure
(+) psT (-)psf
50
65
50
70
Certification
(CAR) Number
190-299,1059
190-501, 1060
VINYL CASEMENT WINDOW FPA (IMP.-REES.) 12/13/14
GENERAL NOTES & ELEVATIONS A J ROSOWSKI
0
CA-5540
(D
NTS QD
Q>1 OF 4
/0
(\1 Q)
FPA-5540CA.0 & 2
No. 58705 E
.... (* 2 -3ty,
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542, STATE OF ..· -jj'j_
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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.L 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, (AS™ C-80)
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, (ASTM C-90)
Min. Edge
Distance
7/16"
315'
3/8'
3/8'
9/16"
312'
3/8'
3fE'
7/16"
r
2-1/2"
1"
1"
2-1/2"
2-1/2"
1"
1"
2-1/2"
2-1/2"
1-1/2"
1"
Z,
-- 7/8" NOM. --
VA 3
5/16" A/A PVB
7/16" AIR SPACE \ \\
\ V1/8" ANNEALED OR \1TEMPERED GLASS - .4
jDURASEAL, V--7 1SUPERSPACER
OR CARDINAL 71 f\4XL EDGE
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"
TABLE 3 ANCHORS INSTALLED THROUGH INTEGRAL FIN
Anchor
2-1/2" x 131" Common Nail
Max. DP of 50 psf
2-1/2" x .131" Ring-shank Nail
2-1/2" x .145" Roof,ng Nail
ANCHOR NOTES:
#10 SMS
(steel, 18-8 S.S.
or 410 S.S.)
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.
5/16" A/A PVB
3/8" AIR SPACE
3/16" ANNEALED OR
TEMPERED GLASS -7
DURASEAL,
SUPERSPACER
OR CARDINAL
XL EDGE
GLAZING TYPES
--4 7/8" NOM. -
11
CERT. OF AUTH #29296
Substrate
P.T. Southern Pine (SG=.55)
.55)
.55)
-55)
P.T. Southern Pine (SG=
P.T. Southem Pine (SG=
P.T. Southern Pine (SG=
Aluminum, 6063-1-5
Steel Stud, Gr. 33
Steel, A36
GE-7700 OR
DOW-791-
SILICONE
EXTERIOR I
CD
\31
Min. Edge
Distance
9/16"
9/16"
9/16"
TYP. GLAZING DETAIL
314"
3/8"
3/8"
3/8"
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.
PVB INTERLAYER MANUFACTURED BY DUPONT INC. (AKA KURARAY AMERICA, INC.)
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)-480-1600
CN
b
izz
0
0
VINYL CASEMENT WINDOW FPA (IMP.-RES.
GLASS/ANCHOR OPTIONS %&J
0
CA-5540 NTS 2 2 OF 4
QI 0
) 12/13/14
ROSOWSKI
FPA-5540CA.0 & 5
4 -l« 22 2
A. LYNN MILLER. P.E.
P.E.#58705
EQUAL-
LEG/BOX
FRAME
SHOWN
A
FLANGE
FRAME
SHOWN
BUCK --
HEIGHT
EDGE DISTANCE
' - JECULSczzi
r _j L_.) CZY' b [t]L---1 LJ
M 1-1
U]1
'0 L
EXTERIOR
i M 'f--1I lili I A L
T nrn[*34 ,[tir--113,
1 - -___--- 1
VERTICAL SECTION B-B
SHOWN WITH HEAVY-DUTY SASH,
HARDWARE & REINFORCEMENT
SHOWN
INSTALLED
THROUGH 1X -*------
BUCKSTRIP 11 11t 1111 / <(»LJ
SS -F»uctj \,W / /0 1 L =11]Im[-)«11. c=t fL
EXTERIOR
0
SHOWN
INSTALLED
EMBEDMENT ----- DIRECTLY TOSUBSTRATE frrirtEMBEDMENT
u.LEP. h='3----»j,»j»----IE]15DISTANCE\------1 ]-t 11»4
JAMB ANCHORS MAY m
BE INSTALLED IN -4 111- 111 1» 0 ---
EITHER LOCATION 2*. 1 m I
FLANGE
FRAME 1 BUCK WIDTH
SHOWN
Li =p
TI -1 TEEL_jl-5
ftp Im10 6-Fl *=1
0---Ill 69
jj'STANDARD SASH RAIL,
HARDWARE &
REINFORCEMENT
SHOWN
INSTALLED
DIRECTLY TO
SUBSTRATE
A
EMBEDMENT
CERT. OF AUTH. #29296
1070 TECHNOLOGY DRIVE
N. VENICE FL 34275
(941)-480-1600
(b
<D
69
HORIZONTAL SECTION A-A
EDGE DISTANCE
SHOWN WITH HEAVY-DUTY SASH,
HARDWARE & REINFORCEMENT
0
<1)
'1 11 41-?1
11
11
FLANGE f
FRAME I
SHOWN /
!1 11 11)
TO
{3 Z
1---- 1/4" MAX. SHIM
0J 16 zi
10-1[EXTERIOR
0
INSTALLATION THROUGH
THE FRAME, INTO METAL
VINYL CASEMENT WINDOW FPA (IMP.-RES.)
C
FLANGE & EQUAL-LEG/BOX FRAMES 84 J
0
CA-5540 8 NTS 30F4
<D
N <D
a CO
ROSOWSKI
FPA-5540CA.0 62 Z
12/13/14
EQUAL-
LEG/BOX
FRAME
SHOWN
INSTALLATION NOTES:
EMBEDMENT
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.
--r r." -
-91=1« /-4
A. LYNN MILLER, PE.
P.E.#58705
INTEGRAL
FIN
FRAME
SHOWN
J-CHANNEL r·ZZZ- · -T
FRAME rA , -\. t3-<_=5> L C'--13SHOWNLE -<-
04
BUCK **
HEIGHT
EMBEDMENT
EXTERIOR :
0
EDGE
DISTANCE
EMBEDMENT -4--
EDGE
DISTANCE
TEMPORARY REMOVAL
OF HARDWARE MAY BE
REQUIRED TO ACCESS
INSTALLATION ANCHORS
11 1 12 ''111 1
J-CHANNEL
FRAME
SHOWN I r--«r
n 0 26,
I
-7&==Al
STANDARD SASH RAIL,
HARDWARE &
REINFORCEMENT
4 ,[Dr--70
- 1---1
112]31 4- 4«5«
-
EDGE DISTANCE 1-
VERTICAL SECTION D-D
SHOWN WITH HEAVY-DUTY SASH,
HARDWARE & REINFORCEMENT
EMBEDMENT
CD
IBI-D11) 41
J 3
1< 1
INSTALLATION NOTES:
t]
0
*j--17 // j» 311 6 51/«i « d
ll--
1
EDGE DISTANCE --
4
0
BUCK WIDTH
HORIZONTAL SECTION C-C
C
J
7-1
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.
CERT. OF AUTH. #29296
-_1
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)-480-1600
&
.
(D
Q)
Z
SHOWN WITH HEAVY-DUTY SASH,
HARDWARE & REINFORCEMENT
'1 11 11 1
<-/ tiv
4
if
INTEGRAL
FIN
FRAME
SHOWN
r
EXTERIOR
INSTALLATION THROUGH
THE FRAME, INTO METAL
VINYL CASEMENT WINDOW FPA (IMP.-RES.)
J-CHANNEL & INTEGRAL FIN FRAMES
CA-5540
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4 OF 4 &3
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INTEGRAL
FIN
FRAME
SHOWN
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1/ /jff-j 1ilic<'flilli
INTEGRAL
FIN
FRAME
SHOWN
A.--
EMBEDMENT
]51
/I
EXTERIOR
0
D
INSTALLATION THROUGH THE
INTEGRAL FIN, INTO METAL
12/13/14
ROSOWSKI
FPA-5540CA.0
A 41 "/1-,_--
-'f>'{fl 13- j)--
A LYNN MILLER, P.E.
P.E.#58705