HomeMy WebLinkAboutWindows In Frame PlanI/4' MAX. aewH9Abpropnlxw nioubxxeerr r.conune,wmbmb 1' WO EMBEDMENT �- WINDOW VI➢Tit Dlscbbnerme Paou. alllAlweanw
SHIM SPACE pe..wo.eruaw.r,nanomlbo�N.wm.a.+gep,..,.e rpeameee�ma lmememn>oa,a CW000 SCREW) Q ^^Fbp9e
SHEATHING SHIM AS REQ'D. TWO BY WOO➢ D m gnee by7MwoeunM^scow, benon lm7A.4.Arcnwa9e M.IMm. e®mnMememmrega,atq
CAULK BETWEEN BY OTHERS TWO BY WOOD (SEE NOTES, /-BY OTHERS IlasNna,mpeq. xolanb orolherMHl Mabmprodkerdoes notcaanlweownnonry enlwre.Pnueaa
WINOIW FIN g BY OTHERS Mxxed
SHEATHING IMPORTANT INFORMATION & GENERAL NOTES
SHIM AS REDID. INSTALLATION ANCHOR (SEE NOTES) I. KW These notes are provided to ensure proper Installation of Florida Extruders MBestone
R8 WOOD SCREW SHOWN +>:,
).; EMBEONENi products and most be followed fully.
STUCCO '• (WOOD SCREW)
BY OTHERS '"); GENERAL INSTALLATION INSTRUCTIONS
GLAZING (TES)
(SEE NOTES)
I/4' MA%. SHEATHING 1) SHIM AS FIRED, AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.
PERIMETER SHIM SPACE'ai:f".c �`T>:` BY OTHERS MAX. ALLOWABLE SHIM STACK TO BE 3/4". APPLVA BEAD Or WLKEM lib
CAUL.1( ADHESIVE CAULK OR APPROVED EQUAL AT THE FASTENER LOCATION PRIOR TO
BY OTHERS F[N TYPE FIN TYPE CAULK BETWEEN INSERTING THE SHIM 70 ADHERE THE SHIM TO THE SUBSTRATE AND/OR
NINDOW FIN
WINDOW FRAME WINDOW FRAME g SHEATHING WINDOW FRAME. FULL BEARING DETIVEEN THE SHIM, SUBSTRATE AND WINDOW
HEADER JAt FRAME ARE REQUIRED.
GLAZING (TYP.) PERIMETER IN
ANCHOR 2)USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL&
(SEE NOTES) CAULK 98 WOOD SCREW SHOWN 3AMBS.
BY OTHERS STUCCO BY OTHERS 3) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXIERIOR OF
WINDOW SECTION B-B WINDOW FRAME,
WI➢Tit 4) FLORIDA EXTRUDERS I000 SERIES SINGLE HUNG IS SHOWN. THIS PRINTAI50
APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE RUNGS.
&BELDW)[.�`G'
5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063.
rANCHOR INSTALLATION INSTRUCTIONS
WINDOW 1 GENERAL:
HEIGHT _ PPPB B 6) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A
CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING
EQUALLY SPACE MATERIAL, WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD
GLAZING (TYP.) W) ANCHORS CTYPJ SUPPLIER SHALL BECONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE
(SEE NOTES)_ PRESSUREPRESERVATIVE TREATMENT PROCESS USED.
W,( 7) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE:
H%/ a) THE 1N DIAMETER FOR #B WOOD SCREWS, ANTI
�/b)THESHANK NDDIAMETEROOF THE NAIL ROUNDED UP TO THE NFJ(T STANDARD
OESfGNAnON GRILL BR SIZE.
8) WOW SCREWS SMALL MEET ANSI 818.6.1 DIMENSIONAL REQUIREMENTS.
FIN TYPEI 6' MAX. 9) NAILS SHALL MEET ASTM F 1667, "STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAILS,
WINDOW FRAME -mil CTYP.) SPIKES, AND STAPLES."SILL ) G' MAX, (TYP.) 10) 1F WOOD TENDS TO SHUT, PRE -BORE HOE AS FOLLOWS (PER NATIONAL DESIGN SPECIFICATION
FOR WOOD CONSTRUCTION REQUIREMENTS):
PERIMETER MARBLE SILL
CAULK STOOL BY ELEVATION a)#0 WOOD SCREWS-1/8" DIA, PILOT HOLE.
h) 0.113" DIA. NAILS- #4q DRILL SIZE PILOT HOLE.
BY OTHERS OTHERS HEAD. c_I S, JAMB A C R O PA I EXTERI(TO 70 PSF D P) a) OTHER NAIL DIAMETER PILOT HOLES NOT EXCEEDING 75%OFTHE NAIL'S
DIAMETER AS REQUIRED.
WOOD SCREW. 24' O.C. MAX, (TYP.) 11)WOOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS
TV13 BY WOOD -_-----_ ------ ARE BASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY OF 0.55.
INSTALLATION ANCHOR BY OTHERS NAIL- 7. O.C. MAX. FOR JAMBS AND 12) WOOD SCREWS AND NAILS SHALL NOT BE MIXED TO FASTEN THE SAME ASSEMBLY.
#8 WOOD SCREW SHOWN 10, O.C. MAX. FOR HEAD L SILL 13) WOOD SCREWS AND NALS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF
WOOD.
STUCCO} PT # AXa [SEE SHEET 2 FOR CONTINUATION OF NOTES]
BY OTHERS d .ti, ) r,a g'b REV DESCRIPTION DATE INI INTERNATIONAL, INC.
CAULK BETWEEN g u 7� FLORIDA EXTRUDERS
WINDOW FIN SHEATHING a C PRE•ISED NNOTTEE S' AND la/10103 RJA cFnlw OF AVn1am7A1 W. s235 - SAN ORD FLORIDA
g SHEATHING BY OTHERS t'MtN. 1 TITLE TO REFLECT MAIL TITLE: INSTALLATION DETAIL V/OB SCREWS OR NAILS
EMBEDMENT , ' ,Il1L yP B 2904 ALTERNATE,
SECTION A -A (WOOD SCREW) Er a" .A ,a* i ADDED gSWgOt. SINGLE HUNG FIN WINDOW - SERIES 1000, 1500. g 2000
sbe•#Ao.5i1. 4 .N D 7/29/04 RJA DRAWN BY: BB
APPROVED BY: RJA
__ DATE:7/29/04 SCALE: N. T. S. IDWG.TLEXOO26 SHT 1 OF 2
CAULK
rALLATION ANCHOR
300 SCREW SHOWN
STUCCO
BY OTHERS
PERIMETERS
CAULK
BY OTHERS
GLASS (TYP.)
(SEE NOTES)WINDOW
-�
HEIGHT
HEIGHT
GLASS (TYP.)
(SEE NOTES)
BY OTHERS
INSTALLATION ANCHOR
I WOOD SCREW SHOWN
STUCCO
BY OTHERS
g SHEATHING BY OT
SECTION A -A
-WINDOW WIDTH
SHIM AS REQ'D
(SEE NOTES)
GLASS (TYP.)
(SEE NOTES)
FIN TYPE
WINDOW FRAME
JAMB
:RIMETER CAULK BY OTHERS STUCCO
SECTION B-g BY OTHERS
MIN. EMBEDMENT
(WOOD SCREW)
STRUCTURAL
BUILD DOWN
BY OTHERS
SHIM AS REO'D.
(SEE NOTES)
1/4' MAX.
SHIM SPACE
FIN TYPE
WINDOW FRAME
HEADER
FIN TYPE
WINDOW FRAME
SILL
MARBLE SILL
- STOOL
BY OTHERS
TWO BY WOOD
BY OTHERS
Imo-WINDOW--++-4I IMPORTANT INFORMATION & GENERAL NOTES
I MOTH I ---...--
A I FULL RADIUS SHOWN These notes are Po"W d b ensure Proper blbra6m, of FlarMa Extruders Mxarkshe products and one, be
folbwed Nit,.
GENERAL GENERAL INSTALGTION INSTRLKnONSINSTOLKnONS
J_ B B 1) SHIM AS READ. AT EACH INSTALLATION ANCHOR WITH LOAD REARING SHIM. MAX. ALLONMULE
ANCHOR SHIM STACK TO BE 1/4'. APPLY A BEAD OF VUIXEM 116 ADHESWB CAUO OR APPROVED EQUAL AT
SPACING EQUALLY SPACE AUBSTRAiE
ND/OR�WNIDpW FRAME. HILL BNER LOCATION PRIOR PARW BETWEEN THE SHIM, SUBSTRATE AND WINDOW 0 'NSEATING THE SHIM TO ADHERE THE SON To THE SMANE ARE
SEE .-.TBELOW ANCHORS (TYP.) REQUIRED,
WINDOW 1 2) USE SILICONRED ACRYLIC CAULK BEHIND WINDOW FlN AT HEAD, SILL Is JAMBS.
HEIGHT
3 ) USE 51U[ONI ZED ACRYLIC IgULI(
MR PERIMETER SE
AL AROUND ExIEAiOR OF WINDOW
fLORIDA
FRAME.
4 1 ExIRU0E151aW sainesD 2000 SINGES HUNG GL 15 SHOWN. THIS PRIM ALSO APPLIES TO THE
5) WINDWDA WEXTRUDERSFRAME
PATER AL: 2000 SERIES SINsOY 0 RUNGS.
5) WINDOW M AR UND MMOVED MINUMOTIO ALLOT 6N O
PACIN B BUILDMOWNAROUND SUC90PORTIONNFWINO AD QUATMAINELY R MURDERED LOAD R OTHERS.
SPACING A I BUILD To THE SNNMUST RERF9IFFlOEM STRENGTH TO ADEQUATELY TRAN5F91 LOAD FROM WINDOW
(SEE BELOW) +11 TO IN OW MIT CAN
PER MULLED
TO
OOTHER UNITS
6' MAX. (T I WILLOW UN!
WINDOW (TYP.) ) RGNBE MVLLEO TO OTHER UND%U%ING ALUMINUM TUBE MULLION. SEE MULLION
rVIBTH -�{I INSTALLATION SHEETS W0. REQUIREMENTS.
A 1 LA1 HALF RADIOS ANCHOR INSTALLATION INSTRUCTIONS
SHOWN, RH
OPPOSITE GENERAL,
WINDOW 8) ALL INS'FARIATION ANCHORS MUST SE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A
HEIGHT ///"' B MRROSON RUIS ANTMAnNGAPPUED SURABLE FOR THE ENWRONMEW MD/°R F LNG
MATERIAL WHERE ANCHORS ARE USED IN PRESSUREPRESERVATIVE TREATED WOOD, THe WOOD
ANCHOR I SUPI.IER SIMLL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE
SPACING EQUALLY SPACE PRESSIIRE-PRESERVATIVE TREATMENT PRIDES USED.
(SEE BELOW 9) ALL FIELD SUPPLIED HOLES INTHE ROME(IF REQUIRED) WILL BE
ANCHORS (TYP,)a)3/16"IN DIAMETER MR#B WOOD SCREW%, AND
M THESHATIONM Off
THE NAM. ROUNDED UP TO THE NFxT5fAN0ARD
OHE SIIWnpn DALL R OF ize
THE
la) WOOD SCREWS SHALL MEETANSI 519.5.1 DIMENSIONAL REQUIREMENTS.
11) NAILS SHALL MEET ASTM F 1657,'STANDARD SPECIFICATION FOR DRIVEN FASTENERS: MARS,
SPIKES, AND STAPES.'
12) I WOOD TENDS TO SPLIT, PRFBORE HOLE AS FOLLOWS (PER NATIONAL DESIGN SPEOPXAno,
ANCHOR IIj �A� I 6' MAX, PoRw'OODCGNSFRU MREQNREMFNTS):
SPACING I 1�TYP.) a)#8 WOOD SCREWS -1/8-DIA. PILOT HOLE,
I--1'MIN. EMBEDMENT (SEE BELOW)
6' MAX. (TYP.)
b)0.113'CA. NAILS -#44DRILL SEE PILOT HOLE.
(WOOD SCREW) ELEVATION
0 OTHER NAIL DIAMETER PNOTHOLES NOT EXDEDING75%OFTNENAIL'S
VIEWED FROM EXTERIOR
DIAMETER AS REQUIRED.
13)WOOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS
1/4' MAX,
HEAD. SILL g JANA ANCHOR SIR INN (In 70
ARE BASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY OF OSS.
SHIN SPACE
PSF IT P.14)
) WOOD SC'=AND MRS SHALL NOT BE MIXED TO FASTEN THE SAME ASSEMBLY.
TWO BY WOOD
WOOD SCREW, O.C. MAX, (TYP,)
1ST WOOD SCREWS AND N#d15 SHAM NOT BE USE°TO FASTEN ASSEMBLY INTO TKE END GWN OF
WOOD.
STUD BY OTHERS
--
---------------
NAIL, 7' O.C. MAX. FOR JAMBS AND
[SEE SHEET 2 FOR CONTINUATION OF NOTES]
10' O.C. MAX. FOR HEAD & SILL
1' MIN.
aeelahner. The Ix4pm. alw Yalalation aawha o- m Present me manNlgaVre(s
ENBEON&T
(WOOD SCREW)
$pacin a 1
g PP ,Cable t0 Commodity Sizes Shown In
anchor chart (Sheet 2) and Modular
recommendalbm laranchoroge R.e..woodscr w wdnoU I
I oOClpeve the tlesgn plMmre
® AneFw son the leneslralbn prwtivcl Nrequ)etl byflwitla 9uNdlnB Cade, Beckon VW.4.4.
�f-
Sizes,
,age Methods. Recomn,eMolbn,,eBa'4fnp Iroshng. seofng, sedonhor Nher)olnl
sealant poxlices does nolconsBlule a wor
i
J Ay?PG
nlyellher ewressed arknpted.
HEATHING°ayr¢+7
W ^ Cht
aayr a
DATE
III
^' BSYDTHERSg
a
O NOTE EL12/10/0]
FLORIDA EXTRUDERS'"TER"ATro"AL, INC .
CAULK BETWEEN
-WINDOW FIN
�.
[�
'
+
pIL,E B �+
IREDESCRIPTION
REMSED NROTE 9 AND
ALTERNATE NAR
RJA
MINIG08 OF AUT-DRUAHON No. 9215 2540 3EWETT LANE
SANFORD FLORID
TITLE: INSTALLATION
g SHEATHING
' 30 •L
n1a7 •,
DETAIL W/HA SCREWS OR NAILS
1 WOOD SCREW CHO
E aE 7a-
P#
('
E
ADDED MSCLAMIR.
7/29/04
RJA
SINGLE HUNG RADIUS HEAD FIN - SERIES 1000, 1500, E, 2000
IOWN
AL �
DRAWN JBH
BY: APPROVED BY: RJA
DATE: 7/29/04 SCALE: N. T. S. IDWG.:FLEX0041 SHEET I OF 2
IMPORTANT INFORMATION& GENERAL NOTES (cont.)
#8 WOOD
SCREW INSTALLATION
ANCHOR
CHART
#8 WOOD
SCREW INSTALLATION
ANCHOR CHART
QUANTITY IN
QUANTITY IN
QUANTTTY IN
QUANTItt IN
ANCHOR INSTALLATION INSTRUCTIONS (.L)
CALL
WINDOW
HEAD & SILL
EACH JAMB
CALL
WINDOW
HEAD & SILL
EACH JAMB
#6 WOOD SCREWS,
SIZE
SIZE
SIZE
SIZE
14) SEE THIS SHEET FOR#8 WOOD SCREW INSTALLATION ANCHOR CHART.
UP TO 70 PSF
UPTO TO B
UP TO 70 PSF
UP TO 701'B
15) #8 WOOD SCREW MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM
EMBEDMENT OF V INTO THE TWO BY WOOD FRAMING,
16) SPACING OF WOOD SCREWS SHALL BB
a) 6" FROM EACH CORNER OF THE HEAD, SRL AND JAMBS, AND
b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 24" O.C.
SPACING IN HEAD, SILL AND IAMBS.
NARSr
37)00,113SHALL MEET EROR FOLLOWING REQUIREMENTS:
a) 0.113' DIAMETER OR GREATER,
b)SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF I7/8'INTO THE
TWO BY WOOD FRAMING (GENERALLY, NAIL 2 3/B'
LENGTH OR GREATER SHALL MEET THIS REQUIREMENT),
c)HELICAL (SCREW) OR ANNULAR (RING) SHANK STYLE ONLY, AND
d) MANUFACTURER SHALL BE LISTED IN NATIONAL EVALUATION SERVICES,
INC.'S NATIONAL EVALUATION REPORT,NER-272.
18)MANUFACURER'S NAILS MEETING THESE REQUIREMENTS ARE (BUT NOT Umn ED
70) THE FOLLOWING:
a) PASLODE DEFORMED SHAM( NAIL, NO. 404947,404537, 650111 AND 650148.
b)DURO-FAST DEFORMED SHANK NAIL NO. 325.
19) SPACING OF NAILS SHALL BE:
a) 6" FROM EACH CORNER OF THE HEAD, SILL AND 3AMBS, AND
b) EVENLY SPACED BETWEEN CORNER ANCHORS AND NOT EXCEEDING
7' O.C. SPACING FOR THE IAMBS AND 10' O.C. SPACING FOR THE HEAD
AND SILL
DESIGN PRESSURE RATING & FIX: REQUIREMENTS
20) IF EXACT WINDOW SIZE IS NOT USTED IN WOOD SCREW ANCHOR CHART, USE
ANCHOR QUANTITY LISTED FOR NEXT' LARGER SIZE.
21) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN
PRESSURES TO 70 PSF FOR WINDOW SIZES SHOWN IN CHART WITH SPACINGS SHOWN.
DESIGN PRESSURES(D.P.) SHOWN ARE POSITIVE AND NEGATIVE.
ZZ) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF A5TM E130D GLASS
CHARTS
23) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING
REQUIREMENTS AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH
1,20@.
2024
2030
2036
2044
2050
2050
20
2470
231/2X 27 1/2
23 1/2 X 35 1/2
23 1/2 X 43 1/2
23 1/2 X 47 1/2
23 1/2 X 51 1/2'
23 1/2 X 59 1/2
23 1/2 X 71 1/2
2S 1 X 63 1
2
2
2
2
2
2
- 2
2
2
3
3
3
3
4
12
13
14
145
15
16
17
18 i/a%25
16 1/0 % 37 3/8
IB I/9 X K 5/e
IB 1/6 X 55 1/4
16 1/a X 62
Is 1/8 X 71
1 1 X
2
2
2
2
2
2
2
3
3
3
4
4
l
1H2
1H3
iH4
,HIS
INS
ING
H7
25 1/2 X 25
25 1/2 X 37 8/8
25 1/2 X 49 1/4
25 1/2 % 35 1/4
25 1/2 X 62
25 1/7 X 71
25 12 X 8]
2
2
2
2
2
2
3
3
3
4
4
24
2430
2438
2440
2444
2460
2476
7 1/2 1 1/2
27 1/2 X 36 1/2
27 1/3 x N 1/2
27 1/2 X 47 1/2
27 1/2 x 51 1/2
27 1/2 X 59 1/2
27 I/3 % 71 1/2
21 1 X &1 1 2
2
2
2
2
2
2
2
2
3
3
3
3
4
4
70 2 .1 x 23
]O 1/2 a 36 3/e
30 1/2 x 50 5/8
30 1/2 x 56 1/4
39 1/2 x 63
30 I/2 x 72
SO 1 2 x 84
29 1/2 X 25
29 I/2 X A ]/B
20 1/2 X 49 5/0
29 1/2 X 55 t/4
29 1/2 N 62
29 1/2 X 71
29 1 X 03
2
2
2
2
2
2
2
2
3
3
3
4
4
4
2824
2830
2a3a
2540
2844
2850
2860
71 1/2 X 27 6
31 1/2 X 35 1/2
31 I/2 k 43 1/2
31 1/2 X 47 1/2
31 1/2 X 51 1/2
31 1/2 X S9 1/2
31 1X 63 1 //2
31 2
2
2
2
2
2
2
2
2
2
3
3
3
3
4
22
23
24
245
p6
7
36 % 25
Be x 37 3/4
>e X ap 6/9
Be X 55 1/4
36 X ]I
36 %
T
2
2
2
2
3
3
3
4
4
im3030
3018
3040
3044
3050
3050
70
6 1/2 X 27 112
]5 1/2 % 75 1/2
35 1/2 X 43 1/2
35 1/2 X 47 1/2
35 1/2 X 51 1/2
35 1/2 X 59 1/2
35 1/2 % 71 1/2
35 1/2 X 63 1/2
2
2
2
2
2
2
2
Y
p
3
7
3
3
4
4
42 x 26
42 x >9 3/8
42 x 50 3/8
42 x 56 1/4
42a 63
42 x 72
42 x E14
41 % 25
41 x N 3/0
41 X 42 5/8
41 X 55 1/4
H %82
41 X ]I
41 X 83
3
3
3
3
3
3
3
3
3
4
4
4
4
3430
3438
3440
3444
3450
340D
470
1/2 X 212
39 1/2 X 35 1/2
39 1/2 % 43 1/2
39 1/2 X 47 1/2
39 1/2 X 51 1/2
39 1/2 X 59 1/2
A 1/2 X 71 1/2
79 I/2 X 83 I/2
3
3
3
3
3
3
3
2
2
3
3
3
3
4
4B x 26
48 x 3B 3/8
46 x 5O 5/6
48 x 56 1/4
4B x 63
48 x 72
x e
47 X 25
47 X 37 1/0
47 X 49 5/a
47 X 55 1/4
47 X 62
47 X 71
47 % a3
S
3
3
3
3
3
3
3
3
4
4
4
4
3830
3838
3840
3844
3650
3560
3870
43 1 2 % 27 1 2
43 1/2 X 35 I/2
43 1/2 X 0 1/2
43 1/2 X 47 1/2
43 1/2 X 51 1/2
43 1/2 X S9 1/2
43 1/2 X 71 1/9
4j 112 X eS L2
3
3
3
3
3
3
1
2
2
3
3
3
3
4
4
33
34
345
35
36
-37
52 1/a % 2S
52 I/a x 37 3/a
52 1/0 X 49 5/8
52 1/9 X 55 1/4
52 1/6 X 62
52 1/6 X 71
52 1/8 X 83
3
3
3
3
3
3
3
2
3
3
3
4
4
4
4024
4030
4038 I
4040
4044 147
4D50
406a
47 1/2 X 35 1/2
a 1/2 X A 1/2
47 1/2 X 47 1/2
I/2 X St 1/2
47 1/2 % 50 I/2
47 I/2 X 71 1/2
47 1/2 x N I/2
3
3
3
3
3
3
2
2
3
3
3
4
e 37 SIZE NOT
AVAILABLE IN 1000
OR 1600 SERIES
A
H
FLORIDA EXTRUDERSIie4oN�EWEPTL'LANE
4FAIIFlGIE v AURDMUIIm mm Im S FORDFLORIDA
C
TITLE: INSTALLATION DETAIL W/BB SCREWS OR NAILS
SINGLE HUNG FIN WINDOW - SERIES 1000, 1500, Is 2000
D
DRAWN BY: BB APPROVED BY: RJA
DATE:7/29/04 I SCALE: NTS I DWG.: FLEX0026 SHT 2 OF 2
8 WOOD SCREW INSTALLATION ANCHOR CHART
CALL
WINDOW
QUANTITY IN
QUANTITY IN
HEAD & SILL
EACH JAMB
SIZE
SIZE
UP TO 70 PSF
UP TO 70 rs,
I'
16 1/8 X 27 5/16
2
2
13
18 1/e % 39 11/IB
2
7
14
la I/a X a1 13/16
2
3
145
IB 1/0 X 57 10/32
2
3
15
1B 1/B % 64 5/16
2
4
_-_
IB 1/B % 73 5/I6
2
4
Litz
25 1/2 X Za 9/16
2
2
iY.
25 1/2 X 40 15/16
2
:tM
25 1/2 X 53 3/10
2
3
I IH.15
25 1/2 X SG I3/15
2
3
I'll
25 1/2 X 65 9/18
2
4
IDB
25 1/2 X 74 9/I8
2
4
29 t/2 x 29 7/31
29 1/1 X 29 7/32
2
2
29 1,12 X 41 19/32
29 1/2 X 41 19/32
2
3
29 1/2 X 53 27/32
29 1/2 X 53 27/32
2
3
29 1/2 X 59 I5/32
29 1/2 X 59 15/32
2
3
29 1/2 X 66 7/32
29 1/2 X 66 7/32
2
4
29 1/2 X 75 7/32
29 1/2 x 75 7/32
2
4
22
36 X 30 5/16
2
2
23
3e X 42 11/18
2
3
24
36 X 64 16/15
2
3
245
30 X GO 9/16
2
3
25
36 X 67 5/16
2
4
26
36 X 76 5/16
2
4
41 X 31 3 J2
41 X 31 5/72
3
2
41 x 4l 1]/32
41 x 43 17/32
3
3
41 X 55 25/32
41 X a5 25/32
3
3
41 Xat 3
41 % 68 5/32
41 % 09 5/32
3
4
41 X 77 5/32
41 % 77 5/32
3
4
47 X 32 3/32
47 X 32 5/32
3
2
47 X 44 17/32
47 X 44 17/32
3
3
47 X 56 25/32
47 X 54 25/32
3
3
47 X 62 S/e
47 X 52 3/8
3
3
47 X GS 5/32
47 X 69 5/32
3
4
47 X 78 5/32
47 X 78 5/32
3
4
32
52 1/6 X M
3
2
33
52 1/a X 45 3/8
3
3
-34
62 1/a X 57 5/5
3
3
345
52 1/8 X 63 1/4
3
3
35
53 1/8 X 70
3
4
36 1
52 1/8 X 78 1
3
4
INSTALIATON ANCHOR CHART NOTES:
1. Window sizes Shawn ara for Commodity Size Windows.
2. Modular Size Windows will use the anchor quantities shown for the
next larger sized Commodity Window.
3. Anchor spacing requirements for Commodity and Modular Size Windows
shmm an thus sheet.
4. Dimensions given are for half radius head unite, full radius will be
shorter.
r-WWIDToH
INDw--i IMPORTANT INFORMATION & GENERAL NOTES (cci t)
FULL RADIUS SHOWN ANCHORINSTALLATION INSTRUCTIONS( tiINSTRUCTIONS( tl
L ) WOOD SCREWS:
16S16) SEE THIS SHEEN FOR #8 WOOD SCREW INSTALLATION ANCHOR CHART.
ANCHOR 17) #8 WOOD SCREW MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM
SPACING EQUALLY SPACE EMBEDMENT OF 1' INTO THE TWO BY WOOD OUIX OR BUILD -DOWN STRUCTURAL
(SEE BELOW ANCHORS (TYP.) FRAMING COMPONENT.
WINDOW IIAT IR) )6"FR OFWOOD ACHW SCREWS THE HEAD,
HALL BE:
Ifr[riHT a)EVENLY EACHWRNEROF THEERANCHO AND TNOT AND
b) EVENLY SPACED D, SILL N CORNER ANCHORS BUT NOT EXCEEDING 2T O.C.
-J_- �T SPACING IN HEAP, SILL AND JAMBS,
ANCHOR 6' MAX J NAILS:
SPACING (TYPJ
(SEE BELOW �� 19) NAILS SHALL MEET THE FOLLOWING REQUIREMENTS:
6' MAX.(TYP.)
WIND12V a) 0.113" DIAMETER OR GREATER,
NIDTH b) SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1718"
LH HALF RADIUS INTO THE TWO BY WOOD BUCK OR SUILDDOWN STRUCTURAL FRAMING
SHOWN, RH COMPONENT GENERALLY, NAIL 2 3 8 LENGTH OR GREATER SHALL MEET -
OPPOSITE ( / "
THIS REQUIREMENT),
,q�/ c) HELICAL (SCREW) OR LANNULAR LIST(RING) SHANK STYLE ONLY, AND
WINDOW HT I b' d) MANUINC.S N TURER71ONA SHALL BE LISTED IN NATIONAL EVALUATION SERVICES,
HEIGHT ///"' INC.'S NATIONAL EVALUATION REPORT, NER-272.
ANCHOR 20) MANUFACTURER'S MANS MEETING THESE REQUIREMENTS ARE (BUT NOT L[MEIEO
SPACING EQUALLY SPACE TOME FOLLOWING:
(SEE' -BTE"�LOW) ANCHORS (TYP.) a) PASLODE DEFORMED SHANK NAIL, NO. g04947, 404537, 650111 AND 650148..
b)ACING OF NAILS
SHANK NAIL NO. 325.
21) SPADINGOFACH CORNER
BE:
e) 6' FROM EACH CORNER OF THE HEAD, SILL AND IAMBS, AND
b) EVENLY SPACED BETWEEN CORNER ANCHORS AND NOT EXCEEDING
� 7" O.C. SPACING FOR THE 3AMBS AMD In" O.0 SPACING FOR THE HEAD
ANCHOR 6' MA1,J AND SILL
SPACING +{I II-�- (TYPJ
(SEE BELOW) I I J� DESIGN PRESSURE RATING &�C REQUIREMENTS
6' MAX. (TYP.)
ELEVATION 22) IF EXACT WINDOW SIZE 15 NOT LISTED IN WOOD SCREW ANCHOR CHART, USE
VIEWED FROM EXTERIOR ANCHOR QUANTITY USTED FOR NEXT LARGER SIZE.
HEAD SILL S. IAMB ANCHOR SPACING (TO 70 PSF DP) 23) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN
PRESSURES TU 70 PSF FOR WINDOW SIZES SHOWN IN CHART WITH SPACINGS
WOOD SCREW, 24' D.C. MAX. (TYP.) SHOWN. DESIGN PRESSURES(D.P) SHOWN ARE POSITIVE AND NEGATIVE.
24) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS
NAIL, 7' O.C. MAX.FOR JAMBS AND CHARTS.
10' O.C. MAX. FOR HEAD & SILL 25) CONFUSES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING
REQUIREMENTS AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS,
Spacing applicable to Commodity Sizes shown In MARCH 1, 2002.
anchor chart and Modular Sizes.
FLORIDA EXTRUDERS,"TE2540 3EWETT LANE0JEWE AL, INC.
CDRTFIGTE OF AUTHORIZATION W. 9235
SANFOR FLORIDA
PITLE: INSTALLATION DETAIL W/#B SCREWS OR NAILS
SINGLE HUNG RADIUS HEAD FIN - SERIES 1000, 1300, g 2000
)RAWN BY:RJA APPROVED BY: RJA
)ARE:7/29/04 SCALE: N. T. S. DWG.:FLEX0041 SHEET 2 OF 2
b`7 <�19 - 00-7 3
FILE COPY
5 F -- l 0IC7 a evi-1
REVIS111ON
o?�\S
�
e
wY
s
c
"
SHEET:
1 of e3
L' MIN.
EMBEDMENT
(v/703 SCREbr
SHEATHING
BY OTHERS
JLK BEHIND FIN
rte 2.0 8 2.C.ID
BUILD DOWN SHIN
BY OTHERS (Note
(Note 4.10 and T)
i SHIM AS
/- REO'0.
1/4' MAX.
SHIM SPACI
TWO BY FRAMING
BY OTHERS
(Note 4.b and T)
-AULK BEHIND FIN
:Note 2.a a 2.c.ID
(Note 1.b)
LI' MIN.
EMBEDMENT
Z�'7
(WOOD SCREW)
—C/4' MAXSHEATHING
LSHIM
ISH
SPACE
BY OTHERS
ULK
F(No*e2.a
FINISH
2.c.ID
BUCK
1
6
FRAME W[OTH
HEIGHT
�- BUCK WIDTH
(F.W. A S.W.)
BY OTHERS
(Nate 2.n & Z.eIU
(H.H.) D
FRAME PERIMETER
2
SECTSECT I NN 13-13HEIGHT
CAULK
(F.H.)
BY OTHERS
SHIM AS
(Note 2.a
2'`'e)
REO'D.
(Note i.b)
GENERAL NOTES
(Ito 15) See General Hales Drawing FLEX20100. Street1 8 2.
(A) Mlleslone Series 1000 Designer Fixed Aluminum Window le
shown. Also appliwble I. Series 1750 a 2000 Designer Fixed
T1 ,
L..'/4' MAX.
Aluminum Windows.
S) Drawing applicable to Non -Impact Resistant glazed windows.
EXTERIOR FINS
SHIM SPACE
(C) Pa Naolion Glazing may differ from that tested As all by
BY OTHERS
ANSBAAMAINW WDA 101N.S. 2- 91 ar 10111.S.2 NAFS and
applicable Building Code. See Note 12 and 13 on Wowing FLEX
9 8
TWO BY FRAMING
201M for further details.
(D) Far Fastener Spacing see Notes (L) and (P) as sheel2 01 thb
OTHERS
H Y OTHE
Na Nree ,dill tlevla eons.
drawing. o regarding
drawl ( )
9
(Note 4 T) .b and
ues used to anemia the
withdrawal at 9
(E)Wootlscrewenememit
SHEATHING
BY OTHERS
CAULK BEHIND FIN
ib ed an Souther Pine wlmaspeciAc
loge
reg5.
(Hole 2.a A 2.C.ID
regardin mvll
Sts ghregarding
Gravity 0S5.SBa Mole
Gravityo
l' MIN.
a Do.....re
screw ed9edl51ancrew
EMBEDMENT
todcrlerlin. must meet orreaof
wood to canlerllne of wootl or IepPln9 screw must meet or exceed i^.
wood
(WOOD SCREW)
Minimum size and embedment Per Pads List. sea Note (H) regarding
SECTION A -A
demallons.
(al Nell edge distance measured from edge of wood to wnledina of
PARTS LIST
nail must meet ar exceed 911W or 5 Name Shank Diameter, whichever
1 Head - FI.Ffame
Is larger. Minimum size and embedment per Parts List See Not. (H)
2 Bill- Fin Frame
3 Jamb - Fill Planar
regrading devlallons.
RM Any deviation less than the minimum requirements staled must be
4 Not Used
epproved by in- menufaclurer or engineered by 'other Design
5 Nal Used
Plot ..knot inaccordance wllhih. applicable Building Code and
•Ri Itl Vinyl
8 Glazing BOB g Y
T Glazina-Sea
ProdaolA PP ravel.
All In the Name n
holeswood
B #B W d T OOInA Screw with a minimum embedment of T' Into ilia simduml
01911- clew with
ankdiameter M boll11F
diameter for#8 wood straws or the shank diameter of Me nail
di meter for 0lw
wood substrate. See Note (K) and Detail A on this drawing and Note 4.b A 8 on
rounded up to the next Standard designation drill bit size.
Drawing FLEX20100.
(J) Wood Screws and MON. SHALL NOT be mlxetl to fasten the ceme
9 Round He ad Round Head De�wlihminimum0.li3"tllemeler(11 GA)and
wood substrate. See Note (N) and
assembly,
minimum embedment of i•71B" Int. M. elmctmal
Detail A on role drawing.nd Notes 4.b B g on Drawing FLEX20100.
FASTENER INSTALLATION INSfRULTIONs-FLE%28120
-- FRAME WIDTH t pj
A A ! g 5 #8 WOOD SCREWS:
ly 2 E (K) #B wood Screw must be of sufficient length to achieve minimum embedment of 2" Into the two by wood
al B $ framing or the build -down fmming component
(L) #B Woad Screw spacing shall be as follows:
. 6" maximum from each corner of head, sill or jambs, and sill or ambs for the
FRAME H "$raj g . evenly spaced between comer fasteners but not exceeding 24' o.c. spacing in head, j
HEIGHT pg ( following
eyebro flgumtlorhs at design pressures to 70 PSF:
;fl R v o eyebrow
B B aH o half -circle arch
ii 0 half -eyebrow
0 odugon
o fan
o E o $ 0 pentoid
A
,y c c 3 e
o full -circle
m E
o half-drde
EXTERIOR ELEVATION
o a E
0 triangle
DISCLAIMER: m. wm�m
1CM YTll 3 0
o trapezoid
OVdI
Is I.... dnMn01%b Are
,hem." boonfe o-l-.maso's
G rd�
H' m D rn fi
O
, evenly spaced between comer listeners but not exceeding 16^ D.C. spacing In head, sill Or jambs for fine
mranamasell.e,mmele maysb1.
followingconfigurationsrea[design pressures to 70 PSF:
amm wawa mppme�m,"aN
..awn.,. swmmxan.w. (w
&
E_E B
@
o quarter -circle
-Circle arch
oNx eppawW wuanss.gpnmEb]
m.mlwewe e.ava pAmue
n erN A.
.E+E
f c A� n
z �'
0 quarter
o hall -fan
not be used to fasten assembly Into end grain of woad.
M. xe,
samnebda Uep, semm 17m.n.6
(M) Woad screws shall
,.
^
,,M recevadxv, s.m.n nNsa
emw.zwr moaeu.om( ssme
NAILS:
0.aD.6. a.r'vmmeMaYms rela,d4q
namv°v, was" aw."mmobm
pn,awaavr+ala.ao o-
L
-
(N) Nails shall meet the fallowing requirements:
masroyx. vnnana dace w'�s
or kronor'
B
0.113" diameter or greater,
((dent len th to achieve minimum embedment of 17/8" into the two by wood or build -down
Wood Screw or Nail Head must be
in full concoct with Attachment Fin.
Centerline of fastener shall be
approximately 9/32" from edge of
Attachment Fin.
DETAIL A
G° framing (generally, nail 2 3/8" length or greater shall meet this requirement), and
m 2` helical (screw) or annular (ring) shank style only.
g..(0) Manufacturer's nalls meeting these requirements are (but not limited to) the following:
32 s, a Paslode deformed shank nail, No. 404947, 404537, 690111 and 650148.
Min. ° a Dum-Fast defamed shank fell No. 325.
O5 nails shall be:
spacing of
sill and bs and
of the head, 1am
6" from each comer
Date:12/27/os evenly spaced between comer fasteners but not exceeding the D.C. spacing In head, sill and jambs for
scale; HIS the following configurations at design pressures 46 to 70 PER
aawn ay: RJA p eyebrow 7" D.C. spacing
ehed.eu BY: IN o halfeY ebrew 7" o.c. spacing
Robed J. A P.E. a fan 7" D.C. spacing
No. 497
n Urense Na. 49T52 o halt -fan 5. D.C. spacing
o full-chidD.C.e 9° ospacing
o half -circle 7" D.C. spacing
o half -circle arch 7' D.C. Spacing
i" "A„(r0 `-.• o quarter -circle 5" D.C. Spacing( - o quarter -chicle arch S' D.C. spacing
o oval 15" O.C. spacing
qq ;J o octagon 91,o.G spacing
.•A R o pentoid 7" O.C. spacing
1• + o triangle 7" o.c, spacing
11n"r
o trapezoid spacing
Did 7" D.C.a.c. P 9
•
Drawing No. FLEX28120
Sheet 1 of 2
DETAILC SILL
P.TI./BESIGNER
1000 S.H. 1 x 2 % 3/8 TWO BY WOOD rSILt (iYPJ
1o00 S.H. I X 2 X 1/B JAMB (TYP.> TUBE MULLION BUCK BY OTHERS !1
JAMB (iYP.> TUBE MULLION - XB % 3/4 SCLF
1 1/8' MIN. TAPPING SHS
pB % 1/2 SELF
f TAPPINGESSELFMIS TAPPING SMS EMBEDMENT
1 X2X
1V3[ NULILI!ICN
SOSINAWP� A(P rawwwaw - �- 2 x 4 x 3/8
TUBE MULLION
SEALANT BETWEEN
SEALANT BETWEEN - - WINDOW FRAME
yiHENW Is BE a MULLION
L MULLION pg % i-1/2 SELF
p6 X 1-1/2 SELF TAPPING SMS
TAPPING SMS SECTION A -A (21
ELTIO�N A -A _(1) 1000 S.H.-h
I x 2 7/i6 X 1/8 I X 2 7/l6 % 3/g JAMB (TYP.)
TUBE MULLION LOBO S.N. TUBE MULLION
1000 SIT TUBE JAMB fTYP.>
JAMB <iYP.)
N8 X 1/2 SELF 08 % 12 SELF
TAPPING SMS TAPPING SMS
SEALANT BETWEEN
WINDOW FRAME
4 MULLION
`--lye X 1-1/2 SELF
TAPPING SMS
SECTION A -A (3)
1 X 4 X 116
TUBE 14ULLIGH
1000 S.H.
1000 S.H. JAMB (TYP.)
JANS (TYP.1 =
08 X 1/2 SELF
TAPPING SMS
BET
WINDOWT FRAMEEEN
6 NMUCH
\-Re X t-1/2SELF
TAPPING SMS
SECTION A -A (5)
DB X 1-1/2 '
SEALANT BETWEEN TAPPING SMS
WINDOW FRAME
S MULLION
—MeSEC X N "ELF
TAPPING SMS
SECTION A -A (4)
IX 4 X3/8
/ TUBE MULLION
x
N\_�SEALANT BETWEEN
WINDOW FRAME
6 MULLION
—De X 1-112 SELF
TAPPING SMS
SECTION A -A (6)
MULLION
me x 112 SELF
TAPPING SMS
WINDOWT FLP GESN
t. MULLION
U SHEATHING
INSTALLATION AHCHOR as
REas (lone
EXTERNAL MULLION
INSTALLATION CLIP
APPLIES TO HEAD & SILL WHERE 1" X 4'
& 2" X 4" TUBE MULLIONS ARE USED
FAPPUESLIES TO HEAD & SILL WHERE 1" X 21- X 2 7/I6" TUBE MULLIONS ARE USED
INSTALLATION AMEND
LIB WOOD SCREW
� (TYP.)
lernaleile. here A Slll CLIP
,e Dal %, ie iz/ts to lion CNp. In 1 I/B' „IH
Oebe C. �EHBEO7�HENT
SMADANG I
vfloo rW«me
AUXILIARY PLATE
(FOR ADDITIONAL ANCHORS, WHEN REOUIREO)
A
A
O_ O
tlB SELF
TAPPING -\/
MULLION
SNS (TYP.) DETAIL
B
LE EVATION
4
O
VIEWED FROM EXTERIOR
INTERNATIONAL. 1
FLORIDA EXTRUDERS 2540 JEWETT W
=ad
y.-^ 9C"
SANFORD FLORI
F'
TITLE:SER. 1000/1500 FIN SHEET 1 OF
d
-
`
VERTICAL MULLION SECTIONS
SEE OTHER SIDE (SHEET 2 OF 2> FOR
COc "c
,tc .'
'a ndlMGw
DESIGN PRESSURE CAPACITIES
� E.-
IIIA,&
taur:a ,
DRAWN BY: MSH APPROVED BY: WAD
u4
DATE:6/17/041 SCALE:NTS DWG.: )VMFIN
(P) Spacing of nails shall be (continued):
evenly spaced between came, fasteners but not exceeding the D.C. spacing In head, sill and Jambs for
the following configurations at design pressures to 45 PSF:
o eyebrow 12" D.C. spacing
o half -eyebrow 12" o.c. spacing
O fan 11' D.C. spacing
o half -fan W o.c, spacing
o full -circle 14" o.c. spacing
o half -circle It- O.C. spacing
o half -circle arch 12" D.C. spacing
o quarter -circle V D.C. spacing
o quarter-drde arch B" O.C. spacing
0 oval 24" D.C. spacing
0 octagon IT' D.C. spacing
o pentoid 12' D.C. spacing
o triangle 12" o.c. spacing
o Napturold 12" o.c. spacing
(Q) Halls shall not be used to fasten assembly Into end grain of wood
DESIGN PRESSURE RATING & FBC CODE COMPLIANCE
(R) Installations depicted In these Instructions acceptable for design pressures to 70 PSF with fastener spacing In
Notes 0.) and (P). Design Pressures (D.P.) are positive and negative. Overall window assembly design
pressure may be less than 70 PSF and shall be determined in accordance with Note 13 of FLEX20100.
(S) Production Glazing may differ from that tested as allowed by ANSI/AAMA/NWAIDA 10111.5. 2 - 97 or
IOI/I.S. 2 NAFS and applicable BUllding Code. See Note 12 and 13 on Drawing FLEX 20100 for further
details.
(T) SON CtUlal two by wood and/or framing at the head, sill and jambs to be semrely fastened to transfer the
load to the wood structural substrate per the FOC and the engineer of record's details as applicable.
(U) See FLBX20100, Notes 10 to IS for additional FBC Code Compliance.
FRAME WIDTH ----I
IB00 P.V./DESIGnER
971L RYP.I
AB % 3/4 ISlF
IAiING SHS
IxE M 3/B
iV3E NV.LID4
HIM -f
/
UME
HEIGHT
LY
6' M4
NO JPM.
]fly
ttP.
SILL 1
s' Mix.
P.)
EVENLY
SFACEO
ANCHura
(TYP-)
(Tm.l
EXTERIOR ELEVATION
ANCHOR SPACING ILLUSTRATION
EYEBROW ARCH DESIGNER WINDOW
\-•MR X 314 SELr-
4 V-19 % 3/4 SELF
\--LBW SMS
S7L TAPPIMO SKS
SR IAFPING
9 111"
iEAB 01M)
SECTION A -A (1)
JFCT(ON A -A (2)
P.V./OESIWF_R
1WB P.V./BESIfHER
(TYP.)
I SILL (TYP.)
�r6 X 7/4 BELT
f AB X 3/4 SELF
LAPPING SXS
TAPPING INS
l% 2 7/i6 X 1/e
�1rT VI T TUBE MULLION
1 x ? 7/(6 % 3/13
T TUBE HLLLICN
I
II \-RB X 3/4 SELF T \-BH X 314 S
NL_IOBG SH TAPPING SMS �•-10� S.N. IFPELF
Pima SMS
HERO (TYR) HEAD (TYPJ
ITALAW BETVBER SECTION A -A (3) ZXTIQ-N A -A (4)
VINWV FLANGES
L MKLIrN
f�SEL (TVP.) SIWiCA vl ww FALMT LARMSS SILL
Pinia.) iGMER
f SILL (TYPJ L MULLION
Slll (TYP.)
I me X 3A4 SELF EB X 3/4 SELF
TAPPIRG SMS TAPPING SMS I X 4 X 318
n T1 X 4 X 1/e r}UBE Bull
TUBE MILLION I�� /
�-NB % 3/4 SELF a �-49 X 3/4 SELF
TAPPING INS JBBB SH.
MEAD (TYP,l TAPPIfG 97S
PEA. avit.)
H- -__^- Yam)
Date: 12127105
ew e: MS
Drawn By:
CheMed By:; IN )H
Drawing No. FLEX28120
Sheet 2 of 2
i
APPLIES TO HERO 8 SILL WHERE 1" X 4'
jr& 2' X 4' TUBE )AULUONS ARE USED
S�LL�
SHEATHING
INSTALLATION ANCHOR 1 SCREW(TY?O
EXTERNAL IanLiGH
IRSTAILATION CLIP
TWO DY WOOD
BUCK BY OTHERS
RULLICH
M)DI916NER
urip.i
No X 3/4 SELF
IAPPIf 7r S4S
4 % 3/8
�fUE2
B PULLIOV
LI lie, MIN
EMBEIDANT
DETAIL. 6 al"JIS IN
• Far ula nol. A
ArPltaa then.. aphol -
�--Ra X 3/4 SELr era oe"places
TAPPING SNS
iP .ta
'rreddiagan we
SECTION A -A (7)
ea abase M
-1000 SAL
C4loa G
HEAD (IYP.)
,s,,% a, Back. P.E-
54d a A" 2T
gwrfu l fL N711
AL Lkema Ica 52W TT yYT]T
P1 A VVrf
3
iLE1PON
%gcwo FEW "TOUGH
xuRIA ILIP
SER. 1000/1500 FiN SHEET ) OF 2
HORIZONTAL idULLION SECTIONS
SEE OTHER SIDE (SHEET 2 OF, 2) FOR
DESIGN PRESSURE CAPACITIES
FIL COPY
O
a�a2
•c
q
SHEET:
2 o�
SHEATHING
HY. OTHERS
11
G �\
BY OTHER#
F
ERGo
ERSe:A.a.ID
FRAME
HEIGHT
IF.IU
LL,k
B B
EXTERIOR
FINISH
BY OTHERS ..
CAULK
WW-WE
FEIN J /
VSHEAT FIN 1'S1IN,
i SHEATHING
EMBEDMENT
<HoYa 2.a i BsAO
J//
(WOOD SCREW)
SHEATHING
IV OTHERS
SECTION A -A
a(r GENERALNOTES FRAME WIHTH�
PCV> TWO OTHERS
1b1!) Bde Gmera Hole 0r4Mnpftg%101W, Bhaelld '3
BY OTHH ERS jA+
/ (Note 4.6) jR)fDlaedr* 8edaa 20d0 Fled Nwreoum iHNvalo ehatn. goo
11
Abo applkaNe to B61fee ION Road AYm*mm'NMdxn,
r— SHIM AS REtlD. IB)Oraxh0aFp6aaUabf4W4npeetR4ohdMDazad 4' ,4 1 S
(Nola I.b) Afrdons' g C
(CIPRdMloll O/adl2 ma•/d�Rlf hamdlm twHtl W arowea 7
by ANSVAAL(ANYFAOA 10111.8. 2-97or tuHLB.2NAFS and FASTENER
1/4-Mz eppkrtH Bn49n1 cod>Bae Had @aN 10m13M" / SPACING
SHIM SPACE FLEX 20100dofmdWdetak (SEE HELOW) yy41
(D)FocFaMemr EpeWgeao ElmeH4n Nallm81w1 I and
Hda1L) a IM.n Shoot 2dHs draAln4 SWNoW(H) FRAIL / EQUALLY SPACE B:
nog Wood uatawd HEIGHT r.. FASTENERS CTYPJ
MeleaOdaaewArananlaamb..olanS.UhanPirm th 1r T
be
gp dit Gmrs4 045. S e N bayed mt w&ode7Areanh a $$
IFsdneami/d G5B.3m H-daote ho"aM."u dTran 8 8 30t
IFIr(eada eaft.arne'dW llebrtaal craw mud rame.�o 9 .gyp
ozoo dP. gnbdns WA and amb Nmi at ""maH ar qi
aseWdl•. Mlnhnwn Stu and amOMmeitpe"Foos WlSee
HIICH (0)NSA IV*deSdmlepea p`
HEIGHT {G)1bB dawwonxmurdhvmad4sablMd W5Umto
caH:>VIW.41.'AHimfo.W4AIl*da14'adWttr k ELEVATI <TE
)Xe pon, UA GOo rb (H)- amrnunew end emtadrnnl YIE'REO FROM E(iEPoCR
par Fero ldL 4r Nek 011reprddedaMem.
•IMERIOR ➢DAny dedmlan dse inn Ma mNYnm ae4hemerde rotas uHEAD. SILL R. JAMIR ANCHOR SPACING DISCLAIMER; n.
BY
OTHERS Oman pg ldPwidaeweaapsPmdedah /bMMeaaagm,enraywna,anI,IhMsaoapalFntaeanld9be7u'lcNUMq UGO➢ SCR - TO 70 PSF RPA 24' QC. MAX. ,e*oleel
Codemosh -- ae
lg„PFb,d)wHyy16. NAIL - 46 PSF TO 70 PSF "1 7' O.C. MAC
it dPrnhrtar6a•Aaod wwnaenMarh Qanrdrol6n NAIL - TG 40 PSF AP., 10' G.C. MAX. J°A1yy aye
nai rounded nP In Me red manAud duWa m ddl by aba SB,eaiamMo(*atr
14 AS REWD. pDWood Sams end had OHM NOT MnbMlofadea Ma �°1 Ibalh
aparAlpasoared y
NpX Wota Lb) vans Waem4lt 'b='AOk. B@eE
7WOTH VGGD eR4alhr%A wm
8Y OTHERS 4ainmdo4'i6 soon
(Note 4,b) Im.Aia MOA4sa
FRAME WIDTH eras to olo" A
M n.� an.woAa 400 A.an
SH)Y AS REG'0 uue esmevvme
(squXF.Y. UIOTH 7W0 HY WAD Ctreter;fl
CF.V. i lliJ 1/4' LIAX. (Flats LE) IV DINERS FAWia a4ae
(Ilcte 4.W vm+cema»eaa
.'o"'adveaA�I babe l2ya7l"
SHEATHING aeRm f.sY1NA
BY OTHERS mtt-M
2 N-Fin Frave
S ;mob-Finenme v
4 W%UWd
6 Hc'JoIA
6 Glemmew-flVdV2ry1
7 maVna • Ses Note (a) Mp (G)
6 4BWocd aTaeAM Screna•" 4 minimum Mbadflv"of I-4M the 4hucbzd
wood 4ubalnla, Bea Nols (() and Det3lAoadkdmAing*NNole 4.bid
on OlsnmB FtEX20100.
B Rol" HeedOehamad i, rr r jRiy j yAMrrtdio-m a116'demepfr(11 OA)rM
rNrlmum anibdnxMof 1-778'Sde V,e apum4d•A•Atd eWahalA Sae N.Wim rA
� DediAon lh§daxNgand Hobs {.bl9WMMgFLEX20100.
1' Him I I iLLkama H149M
EM2EO (V[X10 SCRECREV)
AttAchnont
Fin
B S
CAULK HETVECN
ISHEATHING,lWood Screw w Nall Head must be
i
"Tate
In full oaniael 'aith Attachment Fin.
i1NETER i e.C.lp 2.4 Ceat4dine of roal4ner moll he ••
ayProYlmcieN 9/72' from edge ofCffixx
�`�'...• •'' „
OTHERS EXTERIOR FINISH Attachment Fin.
ate z.a SECTION B—B Br INNERS DrawingitaFlfl(27120
1 Bau DETAIL A Sheet 1 Of 2
Fasten In 2 by frame with
#8 or larger screw of sufficient
length for 1' minimum embedment
offset 2' from each corner of frame
or 3' from tip of fin and spaced
every 12'(MAX) between corner fastners
Make sure that window Is In the
closed and locked posltlon
during Installation, Make sure
that silt Is level and ,Jambs are
plumb,
.
•j/j
j
FIL CO'
e •�
I
I
ti
O
CC
SHEET:
e3 of e3
I
aVla-extrud.dgn ;l
,2006