HomeMy WebLinkAboutProduct Approval RECEIVED
JUN .2 3 2020
ST. Lucie County, Permitting
SERIES 4110A IMPACT RESISTANT
DESIGN PRESSURE RATING IMPACTRATING
HORIZONTAL ROLLER WINDOW VARIES, RATED FOR LARGE 8 SMALL
IMPACT RESISTANCE
i)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY -
SEE SHEET MISSILE
WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,
INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 74"OERALLWIDTH I 111"OVERALL WIDTHI
73"BUCK WIDTH 110`BUCK WIDTH
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE
DEBRIS REGIONS. B B
3)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER
TABLE 2.ALL WOOD BUCKS LESS THAN 1.12"THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. - C.
WOOD BUCKS DEPICTED AS 2X ARE 1-12"THICK OR GREATER, 63" A / A
1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO OVERALL ' OVERALL
PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK HEIGHT
DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD. 62' HEIGHT !/
f
4)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND BUCK HEIGHT 62" A)1/4-12-1/4 @ 63"HEIGHT
WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT BUCK _ 3 JR,10/09118
LENGTH.INSTALLATION ANCHORS SHOULD BE SEALED. HEIGHT -
OVERALL SEALING/FLASHING STRATEGY FOR WATER. z'
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND
IS BEYOND THE SCOPE OF THESE INSTRUCTIONS.
°0 Q
5)SHIMS ARE REQUIRED AT EACH FLANGE ANCHOR LOCATION
WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE ALWAYS 3" -B 3-3116" ALWAYS SEE NOTE A, -'B 3-3/16" -�- i` a
SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD REQUIRED �' O Q
BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO SEE NOTE D,THIS SHEET REQUIRED THIS SHEET 3" N o O C) W
RESIST LOADS IMPOSED ON THEM BY THE WINDOW. @CORNERS @CORNERS SEE NOTES~ W m 3 y 7130 O 0
B&C.THIS SHEET 2 `+ ¢ p
TYP.XO ELEVATION(OX SIM_.) TYP.XOX(1/3-1/3-1/3)ELEVATION
6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED _ - y ^ F o z
TO RESIST THE WIND LOADS CORRESPONDING TO THE f7 w O ¢ W Q�
REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE o
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 m O LL o O
LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF
ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT ¢ w ^IO
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE OR w O
REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR II 111'OVERALL WIDTH w.>-
CORROSION RESISTANCE. C Imo- 110"BUCK WIDTH 9L-Z-' O
J
is o z v Z laayq
USER INSTRUCTIONS: �' H 0 00
1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. A /� s $ Q Z
r.
zZ
2)KNOWING YOUR WINDOW CONFIGURATION(OX,XO,XOX),SIZE AND GLASS TYPE,DETERMINE YOUR WINDOWS DESIGN PRESSURE �\ A m v W rc m j °�°J5
REQUIREMENT FOR THE WINDOW OPENING USING TABLE 2.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR 63" 2' W
�/ �• x o o
E33 zN" Q
THE WINDOW OPENING OBTAINED INSTEP 1. OVERALL N r LL g S o
HEIGHT K g ,� m W
3)DETERMINE THE MOST.SUITABLE ANCHOR GROUP FROM TABLET ACCORDING TO THE INSTALLATION CONDITIONS. ® 0 3 . J O
Q Z _
4)DETERMINE THE ANCHOR QUANTITY FROM SHEET 2.VERIFY THAT THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR YOUR BUCK
OPENING'S CONDITION FROM TABLE 1,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET SET ARE MET. HEIGHT
1111111111/!
5)INSTALL AS PER SHEET 3. IN310 LYA/N,y�'%
It
y10ENS•'- (( '�
GENERALNOTES.. ......1
ELEVATIONS.......... - ......1 - * No
ANCHOR SPECIFICATIONS .......2 ALWAYS SEE NOTEA, g f'� 33116" •55705
ANCHOR SPACING/QUANTITIES...2 CODES/STANDARDS USED: REQUIRED THIS SHEET SEB NOTES 3" �, �•`_
INSTALLATION........ - ..._...3 •2017 FLORIDA BUILDING CODE(FBC).6TH EDITION CORNERS )zi
DESIGN PRESSURES 4 ASTME1300-04 WEEPHOLE NOTES: @ THIS SHEET pGLAZING DETAILS..........................4 �ANSIIAF&PA NDS-2015 FOR WOOD CONSTRUCTION A.REQUIRED IF WINDOW WIDTH 16 OVER 67". T.•.,F
CORNERASSEMBLY......................5 :ALU MI NUM DESIGN MANUAL,ADM-2015 B.REQUIRED IF WINDOW WIDTH IS OVER 45"AND UP TO 67", TYPTYP.XOX(1/4-1/2-1/4)ELEVATION/4-1/2-1/4)ELEVATION �i�ir '•4ORIDA••'"
EXTRUSION PROFILES..................6 �Al2 5 7 0 0-12 D.REQUIRED IF WINDOW WIDTH IS O ER 45".C.REQUIRED IF WINDOW WIDTH IS OVER 89". ��'7S��NAL
PARTS LIST.............................._._..6 •AISC 360-10 /,!/N I LI F7111
A LYNN MILLER,RE,
P.E.#58705
111"OVERALL WIDTH — N
74"OVERALL WIDTH r 1 ANCHOR @ I
_ �� MIDSPAN
1 ANCHOR ONt 1 ANCHOR ON 1 ANCHOR ON
EACH SIDE OF 3t EACH SIDE OF EACH SIDE OF
THE MEETING
1 ANCHOR 1 ANCHOR ` 1 ANCHOR AT THE MEETING ! THE MEETING 1 ANCHOR AT
j AT CORNER RAIL AT CORNER I I CORNER RAIL RAIL CORNER
9"MAX,
33-5„6 l
VISIBLE 'I
LIGHT j
56-9116" 57-13/16° /
i '56-8116" 57 13/16
SASH I FIXED " 3" I /
VIS15MAX.MAX
IBLE I VISIBLE OVERALL
SASH FIXED OVERALL VISIBLE VISIBLE f 15"MAX.
O.C. HEIGHT HEIGHT / O.C.
i LIGHT i LIGHT I r LIGHT LIGHT � I
A)114-12-1/4 @ 63"HEIGHT
JR,10109118
i 33.5116° I 33-5/16 j f f 335/1 ( � ;
SASH --41-- SASH If SASH I �r
VISIBLE } 1 VISIBLE i VISIBLE
' LIGHTi LIGHT I I LIGHT
_�__,� ► Y
~ -- L—
I
Cf) BQa
� N
0 N O9"MAX "MAX.MA%.FROM CENTER 9"MAX.. � MAiX.FROMCENTER o
OF MEETING RAIL OF
MEETING RAIL r ? alop p J
TYP.XO ANCHORAGE(OX SIM.) TYP.XOX(1/3-1/3-1/3)ANCHORAGE Z o a
&MAX.VISIBLE LIGHT OPENING &MAX.VISIBLE LIGHT OPENING
Qom w o J x
'moLLg o pa Re
111"OVERALL WIDTH cZii
'i
�''...K d MO1p..oN
Um w >z JM0
j 1 ANCHOR ON 2ANCHORS. 1 ANCHOR ON a w w' o v
EACH SIDE OF FOR FRAME EACH SIDE OF a^i a
TABLE 1: { THE MEETING WIDTHS 109" THE MEETING
Min. AND OVER, + O
Frame Min.Edge Min.O.C. �1 ANCHOR RAIL OTHERWISE 1 RAIL 04
Anchor Type Substrate Embedment or 1 ANCHOR 's
Member Distance Distance Metal Thickness ATCORNER ANCHOR AT CORNER;
#12,Steel SMS(Gr.5 Southem Pine(SG=0.55) 9116" 718" 1-3/8"
or 410 SS,(min.of 3 All 6063-T5 Aluminum 318" 9116" 0.060" /� j 1 ti= 00 F z O z
Steel
threads beyond metal Gr.33 Steel Stud 316" 9116" 0.045'0(20 Ga) l/\ E 3 i
substrate) Jamb Hollow or Filled Block,(ASTM C90) 24/2p 6a 1-114 - 5ss11F ! If 57-13116"I o = j O o
114"Elco UltraCorl® All Concrete_(min.2.85 ksI) 2 1/2 4 13/8 63 FIXED ® 0 0 e Z
All Southem Pine SG=0.55 1-1/16" 1-1116" 1-318" OVERALL SASH VISIBLE s 15"MAX.
a o ¢ ¢ x
_ ( ) VISIBLE O.C.
. .. _ LIGHT24518° LIGHT /
"410 SS
or
lled
IF THE FRAME CONTAINS A FACTORY COUNTERSINK,ONLY USE FLATHEAD ANCHORS AT THAT LOCATION. HEIGHT `11 j 11 I i I f 1'/r7j
1f4CreteFl x®co Jamb HollowConcrlete(min.3.35 ksM C90) 2 112" 4" 1 3/4"
VISIBHEf Imo_ 50.918"FUCED I J� `�1�•• LIGEN,gF- �� �.
1_L�GHT VISIBLELIGHT � j •/ e•• No.58705
9°MAX. r— I 9"MAX.FROM CENTER
�O'�I••• SQA E ��
1p �1z
OF MEETING RAIL
TYP.XOX(11471/2-1/4)ANCHORAGE
&'MAX.VISIBLE LIGHT OPENING
A LYNN MILLER,P.E.
P.Eq 58705
LOCKS AT SASH
i SIDE RAIL OR (,7�--.
SHOWN
t- EMBEDMENT MEETING RAIL-- / y INSTALLEDTHRU /
EDGE DISTANCE �--►I _ - 1X BUCKSTRIP / •'
f EDGEce%
EMBNETED-DISTANCE j Ir-. �( I- / X /v i EMBEDMEM'
ME
EDGE
+
' I r
u
DISTANCE
010
EXTERIOR
A)1!4.112-114 @ 63'HEIGHT
v ;A JR,10/09/18
_l,8J BUCK WIDTH
OVERALL WIDTH p�
Y
HORIZONTAL SECTION A-Aqq
OVERALL0 U)J g p Q
HEIGHT �''-�,� :"'-'tom, #12 STEEL SELF DRILLING m r z 1 0 0O LL
SMS(G5),SEETABLE 1 a? ¢, D' p
BUCK .,{yj (4 Z.o =. aH lIj
HEIGHT X #12 STEELE1--�� N j o W.
SELF-DRILLING ,/'c; of
�;^� X ♦ `( <p n LL ME -� _
\ , »
SMS(G5),SEETABLE1 t3 1 -\1( MR, 0 ua
a W
32) SHOWN rl 1 z a c�Wi a 0
INSTALLED J O �i LL 1 .J- DIRECTLY INTO a i
LL
5� z I O
METAL M
v .
L-''
INSTALLED INTO �'--{ EXTERIOR y oa i p 0 O (-
APPROVED ALUMINUM, ,J�, 3= z r. Z F Z
t, \, STEEL FRAMING OR �/ --�6% 9 m ;,10-35
`-s STEEL STUD. E.5 z N S L
( BUCK WIDTH - 3 a o LL g x c) O
4 V
OVERALL WIDTH °'=m O
°o
SHOWN a J
INSTALLED THRU HORIZONTAL SECTION C-C MULLION SECTION
1X BUCKSTRIP
APPROVED MULLION,MAYBE
VERTICAL OR HORIZONTAL.
NOTES:
1)USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN TABLE 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY
EMBEDMENT INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. P• _No;58705
EXTERIOR'.
2)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 1.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED
1X INSTALLATIONS..IX 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 �-
�. EDGE DISTANCE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. ��0�.•.• 'STA 0 ` :•�40`
VERTICAL SECTION B-B 3)SEE SHEET 2&TABLE 1 FOR SPACING REQUIREMENTS. //r'�Ss. ....LEA G`ORIO ?`
4)MAX.SHIM THICKNESS TO BE 1/4"• /-0 111 1 1111
5)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS, A,LYNN MILLER,P.E.
P.E.#58705
TABLE 2:
DESIGN o Overcall Height
PRESSURE o 38-3/8" 43-1/2" 50-5/8" 63"
(pst) O Glass Type 1 Glass Type 2 Glass Type 1 Glass Type 2 Glass Type 1 Glass Type 2 Glass Type 1 Glass Type 2
26-1/2" +55/-65 +55/-65 +55/-65 +551-65 +551-65 +551-65 +55/-65 +55/-65
37" +551-65 +551-65 +55/-65 +551-65 +55/-65 +551-65 +551.65 +551-65
45" X +551-65 +55/55 +55/-65 +55/-65 +55/-65 +55/-65 +551-65 +551-65
49" +551-65 +551-65 +55/-65 +551-65 +55/-65 +55155 +55/-65 +55/-65
0
53-1/8" O +551-65 +551-65 +551-65 +551-65 +55/55 +551-65 +55/-65 +55/-65
X
61" +55/-65 +551-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65
66" +551-65 +55/-65 +55/-65 +55l-65 +55155 +551-65 +55/-65 +551-65
74" +55/-65 +551-65 +551-65 +551-65 +55/-65 +55/55 +55.0/-63.2 +55/-65
L 53-1/8•' � +55/-65 +551-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +551-65 A)114-1/2-1/4 @ 63"HEIGHT
v r JR,10109118
61" +55/-65 +55/-65 +55/-65 +551-65 +551-65 +55/-65 +55/-65 +55/-65
m
74" +551-65 +551-65 +55/-65 +55/-65 +55/-65 +55/-65 +55155 +551-65
O 85" +551-65 +55/-65 +551-65 +55/-65 +551-65 +551-65 +551-65 +55/55 -° Y Q
w io co "aa
97" XO +55/-65 +55/-65 +55/-65 +55/55 +55/-65 +55/-65 +551-65 +551-65 a �:
111" X +55/-65 +551-65 +55/-65 +55/-65 +55/-65 +551-65 +55.0/-63.2 +55/-65 m C3 u0i a
J W m Zy aloe O J
53-1/8" v^ +55165 +551-65 +55/-65 +551-65 +55165 +55/-65 +551-65 +55/-65 Z o
OM 1n
74" a +551-65 +55/55 +55/-65 +55165 +55/-65 +55165 +55/-64.8 +551-65 >->N ? m w
'z
85" +551-65 +551-65 +551-65 +55/-65 +55/55 +551-65 +551-57.9
+551-65 >°
J O < Sa
97" +551.65 +55/-65 +55/-65 +55/-65 +55165 +55/55 +53.5/53.5 +55/-65 °w v'd a" "V r O/no
z_
109" X +55/65 +55/-65 +551-65 +55/55 +55/-65 +55/55 +50.4/-50.4 +551-65 ¢1 z Q 0 o
O
W. CD
111^ X +551-65 +55/55 +55/55 +66/-65 +55!55 +55/55 +50/50 +55/-65 a =m LL
O
d
laayj
5116°NOM. 5116°NOM. = ¢ O H
GLASS STACK�I GLASS STACK Imo— H= o O Z
3g iw LL
0
116"ANNEALED GLASS 1/8"HEAT-STRENGTHENED GLASS E i y o a1Qj
.090"PVB .090"PVB 3 w o@ 2 o O
1B"ANNEALED GLASS--- 1/8"HEAT-STRENGTHENED GLASS o o i m S
Z
5/16"LAML GLAZING 5/16"LAMI.GLAZING " ;Z
'1.a
_�a
j
GLASS TYPE 1 GLASS TYPE 2
OC NS1161
TABLE 3: 1••P
* No.W05
Laminated Glass Types
1 1/8"Annealed,0.090"PVB,1/8"Annealed -0j o
2 1/8"Heat-strengthened,0.090"PVB,1/8"Heat-strengthened O�.. STA E
INTERLAYER MAY BE SAFLEX PVB OR TROSIFOL PVB '••FZORIDP,,
NOTES: �''!sSZONAL is
1)FOR SIZES NOT SHOWN,ROUND UP TO THE /I111 I I 0
NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION
SHOWN ON THE TABLE. A-LYNN MILLER.P.E.
RE#58705
1
.w •1
8
27
6 28
v 10
8
28, 3 '12
l A)114.12-1/4 Q 63'HEIGHT
4 JR.10109/18
,/ 11 a
w
Q
•zyM { � Rat'
N
co a
2
n r; 2 �vl Rro0 x o
.8 z°x = y
�= z
S2 w
FRAME SASH MEETING RAIL r°�o < _
zs CORNERS_ w CORNERS m°z LL S ° =R,O
t vvo2 .^SMO
ASSEMBLY DETAILS a z` " U
wo�" .� m
4
aaz�' 14— LLO
LU
u� J
m c � iaau5
l:f LSiLL ADAPTER DOW-899 k
`•;0 W
�w5n U
O
— GE-77 c z Z W Z
BACKBEDDI
N b
OM. ' � ozBITE ,E/�3"�'�a H w S W o
3, 3 EXTERIOR \�. O$e m
a 03 !2� O o
�mgo 4 U 2
v n z^ aU?2 'nsa0 sa,s
2
.zSO"
y� 330' TYR GLAZING DETAIL
IC
�• 415" `�``��d�.s....H� �
—}T Q-,•
t � �• 1.200^ 1.200'
WEEPHOLES 1"—
�D . a
--- 1.600 WEEPHOLE DETAILS STA F
(�p S SHOWN WITHOUT WEEPHOLE COVERS.
SILL SEE SHEET I FOR QUANTITY AND SPACING '"� "•F�ORVDI*.•i `C�,�
s�/ONAL
A LlfHFd6l8L`f�,P.E
P.E.it 58'705
TABLE 4;
Item Description _�— 2.000^ .875" I�
1 Frame Head
2 Frame Sill2.000•
3 Sill Adapter _
4 Frame Jamb(Fixed) `T •062"
5 Frame Jamb(Operable) ( LL5V
02.824'
6 Heavy Duty Fixed Meeting Rail .os2" 2.610"
7 Side Rail Lock zoos° 2.124"
8 Sash Top&Bottom Rail
it
10 Sash Side Rail
11 Sash Meeting Rail 050' osz" .062"
12 Dogbone Reinforcement
13 Sash Stop (DFRAME HEAD O FRAME SILL O SILL ADAPTER 4 FRAME JAMB(FIXED)
14 Beading 6063-T6ALUMINUM 663-T6AUMINUM 6 3�(f6ALUMINUM 06063-T6ALUMINUM A)114-112-t14@63"HEIGHT
23 .190"X.200"Q-lon Wstp.(Frame) JR,10109118
24 .187"X.230 Fin Wstp. e
25 .Bulb Vinyl Wstp.(Sash) 2.463"
29 Weephde Cover 1 845' w
30 Sweep Latch I 35
N ,a
31 .Roller Housing&Guide a
32 Rollerlu 050^ 1.93r m o
50 Setting Block 3/32"X1/4"X 1 osz'
' d ry i N ojo0 J
.864` �—
.926
LL
81 Silicone Glazing Sealant 2.245•
�F� 77
.093".062" . ^ Ll
. "
1. O' , a
rV2
1.245" O7 Z"•m O' u< v.�n.r
W=W� � d:U
�UUo' W Jd,O
.062" ` ¢ 2 v U o of
SIDE RAIL LOCK o. Z O
0 663 6 ALUMINUM�BLE) 0 663HD !76 ALUMXED M INUM NG RAIL O 6063-T6 ALUMINUM O 6063-T6 ASASH P UM NUM BOTTOM RAIL 10 B6 T6SASH IALUMIDE INUM
J
o U " j:a45
��¢ z O O 1n
3�
Z
I 1.932" I ¢c opo
+•
1.1 13" E33 z�"+n = W 0
1,115" ®
H-0 O
Q m =Al
1.457 .781" .040" _ = a,71 -- s.y,
.062" —�- .318'
DOGBONE 065• ��•: �1G
11 6063--T6AEUM NUMSASH METING IL 12,REINFORCEMENT SASH 17 6 63-T6ALUMINUM Y4 VC LAML.BEADING �•. No.58705. P
6063-T6 ALUMINUM `
0. 411 STAT O
'�CCS7 '•F�ORIDP..••'•���:
,�7�rS�ONAL IEC``•
A.LYNN MILLER,RE.
P.E#58705