HomeMy WebLinkAbout37644-37662 Aaralyn RdG
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10 UNIT
COMBINED AREA TABULATION
1st FLOOR
7288 S.F.
2nd FLOOR
7382 S.F.
TOTAL LIVING
14670 S.F.
ENTRY
300 S.F.
COVER PATIO
366 S.F.
STORAGE
210 S.F.
TOTAL SQ. FT.
15546 S.F.
WD1.0
FLORIDA EXTRUDERS WINDOWS
WD1.1
FLORIDA EXTRUDERS WINDOWS
WD1.2
FLORIDA EXTRUDERS WINDOWS
WD1.3
FLORIDA EXTRUDERS WINDOWS
WD1.4
FLORIDA EXTRUDERS WINDOWS
CILHIVU r/mxr*%tx i uvviNnuivica F"'
DATE MASTER REVISIONS pq1.0 FLORIDA PRODUCT
10 UNIT - APPROVAL
- �--
DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Florida 33572
p.813,645.0166
f. 813.645.9698
www.danscoengineering.com
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TO THE BEST OF THE ENGINEER'S
KNOWLEDGE AND BELIEF, THE STRUCTURAL
PLANS AND SPECIFICATIONS COMPLY WITH
2007 FLORIDA RESIDENTIAL BUILDING CODE
(INCLUDING 2009 SUPPLEMENT) SECTION
R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE
"C" ENCLOSED (INTERNAL PRESSURE
COEFFICIENT=±0.18) WIND ZONE
THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OF THIS DRAWING ONLY.
2009 LENNAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM LENNAR CORPORATION.
2009-THESE DRAWINGS AND DESIGNS ARE THE JOINT
PROPERTY OF DANSCO ENGINEERING, LLC AND THE
CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE DESCRIPTION
09-29-09 1.00 2007 FBC UPDTATES
VERSION NO._ 1.00 / 09.29.09
CA 25948
SAMUEL A. GREENBERG,
P.E. #34245
THUY H. HUYNH,
P.E. #60122
Ej IRWIN J. BENSON,
P.E. #49758
[� ANDREW D. HAROLD,
P.E. #66715
ENGINEER SEAL:
I -xi
,
SHEET TITLE:
COVER SHEET
SHEET INFORMATION:
JOB NO.: 290941
DATE ISSUED: 09,28.09
DRAWN BY: DZ
REVIEWED BY: TH
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HEADROOM
Q OR (2)
u SLOPED PLANE
w ADJOINING
n TREAD N051NG
(U �
FROM FLOOR a /
SURFACE OF /
LANDING /
FOR 61: 1 INCH = 25A mm, 1 FOOT = 304.8 mm.
MINIMUt-1 HEAD I�f
FOR 51: 1 INCH = 25.4 mm,
CONVENT I ON,4L e7,41 fRuJ,4' '
EAC✓a FLIGHT
REGULATED ON ITS OUN
DIFFERENCE BETWEEN
GREATEST AND SMALLEST
ID
TREAD DEPTH WITHIN A
In P==1
FLIGHT OF STAIRS 15
LIMITED TO 3/8
DIFFERENCE BETWEEN HIGHE5T AND
LOWEST RISERS WITHIN A FLIGHT OF
STAIRS IS LIMITED TO 3/S'.
FOR 51; 1 INCH = 25.4 mm.
5T,41 fR TOLEFANCE&
41REAR UNIT ONLY,
REAR UNIT CONFIG. - ST. CROIX
SCALE:: 1/4" = 1'-0"
6'-1 1/'
L
9'-4 1/4'
1
T/
2x6 P.T. LEDGER
0
2xb GONV. FRAMING 6 16'
0/C W/ U5P HU526
/
W/ I/4' 0 x 2 3/4'
n
HANGER AT EACH END /
TAPGONS a 16' 0/C
_
g 3/4' /
/
14 RI5ER5 9 1 1/2" EACH PLUS
/
�.
1 R15ER 9 13/4"
/
14 TREADS g 9.15° EACH
HALF WALL W/ Ix6
WOOD CAP (5EE I
TOTAL HEIGHT = 9'-4 3/4'
STAIR PAGE FOR 1
/
2 RISERS + 1 TREAD
=
HANDRAIL INFO.) i
/
GREATER THAN 24' S NOT TO EXCEED 25'
/
(2)1 112' + 9 3/4'
= 24 3/4"
L4NDIN6
NOT TO INCLUDE
I' N051NG,
STAIR DETAIL - 1370/1371 - ST. CROIX
SCALE: 1/4' = l'-O" REFER TO SHEET 'STAIR' FOR INFORMATION NOT 5HOIN
R-10 112'
3'-II 1/2'
B
1A
LANDING I
s
ti=
LIVING ROOM
uP
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14'-2'
DRAIN PAN,--,
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DRAIN TO
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OUT SIDE OF
-
W.N.
51.0 FOR
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=
LAY UT
1'-4- I'-V 2'-10' '-0'
10'-4"
PRES
URE
BELIE
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FOYER
T.B. - �
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TILE CF
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I x 1-I1 a Z
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12" x 12'
IK, o
n,
3'-10--8'-4
1/2'
O.N.G. 1'-11 1/2
1 4'-5 1/2'T-11
1/2"
1/2 WALL o 39 1/2'
42" KNEE WALL
— — — —
W/ I" x 6"
W/COUNTER
�-1
1 OPEN'G8 1 �?
s
= WOOD CAP
ABOVE a 42' A.F.F.
p
l FLAT NOR. l o
cD
16" WIDTH
N, I
L
N
COUNTER ABOVE.
I
`n
o
NZ II
Z
to c0
O
(DD 0
-
KITCHEN 1 u
I
12' x 12°
DINING ROOM
12'-21/2'
21'
1'-51/2"
SEE DETAIL A" _
FOR REAR UNIT
1
>
L
112 34 514
Al
(2) 25 514
3'-0'x3'-0'
CONC. PAD
b'-S°
10'-4' 4'-10'
21'-10'
Ir
1 st FLOOR PLAN - 1370/1371 - ST. CROIX
SCALE:: 1/4" = 1'-0"
5'-4'
I' 2' OPENING I'-6' 3'-0 112'
I II I
I II
I II
I II
I II
II
KITCITIEN
KITCHEN PASS-THRU - ST. CROIX
SCALE : I/4" = I'-m"
TO WATER
SERVICE
r
- - - - � - -
T.B.
s+s M. 54TH
CPT. TILE o m
30"
-2BASE VANITY . `V °
aT�f
= M,45TER 51JITE M.c. /
�o
_ B
I
UB/SHOWER
TILE TO 71-0 A
m
A50VE TUB----,
T.P.
�o
5'-10 1/2' 3'-2' 3'-o 1/4' 5' 3 3/4"
6,4TH 0
5 1/2' WALL �s+ 30' 5A50
s VANITY
a
2-4x6-,5
I BF m Q°
n I HANSEN+�D
I BOX IS) Q '�
DRYER x v M.G. b n
1'
I VENT
LOCATE IN.(5EE
NOTES 1n, OIELD 2I
tw- KNEE WALLILE
G T MIN21"X36"
R/S
=T
� R/5
-------- Xx2 - - - -
1 A
5-0x6-8ry
_
BF `., v
2-6x6-S 3-0x6-S
BF
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8'-0" 3'-21/2' 3'-5' 3'-3 1/2'
a,
I
a
BEDROOM 3 BEDROOM 2
I
25 SH HD. 25 5H HD.
HGT.6'-10" HGT 6'-10"
6' 3" *EGRESS 9' s' *EGRESS 5'-11"
21'-10'
2nd FLO��� PL�N-�1370/1371 - S�T.CROIX
2
ALE SC
WASHER
LAV l
W \ 1/2"
TUB
LAV.
_ Tr+
TUB
WC \�
H.W.H.
PLUMBING LEGEND
------------- = VENT LINE
= SANITARY WASTE LINE
= COLD WATER SUPPLY
—�--� = HOT WATER SUPPLY
NOTE: LICENSED PLUMBER TO VERIFY
AND HAS THE AUTHORITY TO
CHANGE A5 NEEDED.
KIT.
LAV
WC
� Lei
112"
DOMESTIC WATER SUPPLY
SCALE: N.T.5.
To
�4" VTR
J'
I
I
2"
2"
� I I
I i VASH
I �
211
FL00R I=L,4N NOTFES
1. WALL DIMENSIONS ARE FROM OUTSIDE FACE
OF BLOCK WALL TO IN511DE FACE OF
INTERIOR WALL.
2. DETERMINE THE LOCATION OF PARTITIONS
NOT DIMENSIONED BY THEIR RELATION TO
COLUMN FACE OR CENTER WINDOW JAMB
OR OTHER SIMILAR FIXED ITEM.
I. EGRESS NOTE:
EACH BEDROOM MUST HAVE ONE WINDOW
THAT COMPLIES WITH EGRESS CODES, IF
THERE 15 NO ACCESS TO EXTERIOR
THROUGH A DOOR, THE WINDOW MUST HAVE
A MAXIMUM SILL HEIGHT OF 44" ABOVE
FINISH FLOOR LINE OF THAT PARTICULAR
ROOM
2. ALL INTERIOR ANGLED WALLS ARE AT 45•
U.N.O.
3. ISSUANCE OF PLANS FROM THIS DESIGNERS
OFFICE SHALL NOT RELIEVE THE BUILDER OF
RESPONSIBILITY TO REVIEW AND VERIFY
ALL NOTES, DIMEN51ON5, AND ADHERENCE
TO APPLICABLE BUILDING CODES PRIOR TO
COMMENCEMENT OF ANY CONSTRUCTION.
ANY DISCREPANCY OF ERROR IN NOTES,
D IMEN51ONS, OR ADHERENCE TO
APPLICABLE BUILDING CODES SHALL BE
BROUGHT TO THE ATTENTION OF THE
DESIGNERS OFFICE FOR CORRECTION
BEFORE COMMENCEMENT OF ANY
CONSTRUCTION.
ANY REVISIONS OR CHANGES, NOT
RELATED TO THE CORRECTION OF ERRORS
THAT ARE MADE AFTER THE FINAL PLAN5
HAVE BEEN COMPLETED SHALL BE SUBJECT
TO ADDITIONAL FEES.
IF ANY MODIFICATIONS ARE MADE TO
THESE PL,4N5 BY ANY OTHER PARTY OTHER
THAN THE DESIGNERS OFFICE, THE DESIGNER
SHALL NOT BE HELD RESPONSIBLE.
4. EACH DWELLING UNIT & GARAGE UNIT TO BE
EQUIPTED W/ PORTABLE FIRE EXTINGUISHER
IN ACCORDANCE W/ NFPAI0
5. DRYER VENT NOTE:
INSTALL BOOSTER FAN IN THE ATTIC TO
ACCOMMODATE THE EXCE55 LENGTH OF
THE DRYER VENT TO COMPLY WITH
SECTION M1501.3 F.R.C. LOCATE 50 AS TO
BE ACCESSIBLE,
DIMEN51ON CONVENTION
OVERALL 8 EXTERIOR OPENING DIMENSION
FROM OUTSIDE OF BLOCK
OUTSIDE FACE OF
8"
NOMINAL BLOCK
3 1/2" FRAME WALL
U.N.O.
,4iRE,4 T,45UL,4TION
UNIT 5T. CROIX
let FLOOR LIVING 691 5F.
2nd FLOOR LIVING b80 SF.
TOTAL LIVING 1311 5F.
ENTRY 21 5F,
GARAGE 0 6F.
TOTAL. 50. FT, 1392 5F.
I . I
V I 2"
LAV
BUILDING
WALL
TO
SEWER
SYSTEM
I -
2" _i-,--2" I
! I KIT.
SANITARY WASTE RISER DIAGRAM
SCALE: K15.
I
I
DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Florida 33572
p. 813.645.0166
f. 813.645.9698
www.donscoengineering.com
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TO THE BEST OF THE ENGINEER'S
KNOWLEDGE AND BELIEF, THE STRUCTURAL
PLANS AND SPECIFICATIONS COMPLY WITH'i
2007 FLORIDA RESIDENTIAL BUILDING CODE,
(INCLUDING 2009 SUPPLEMENT) SECTION
R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE
"C" ENCLOSED (INTERNAL PRESSURE
COEFFICIENT = ±0.18) WIND ZONE
THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OF THIS DRAWING ONLY.
2009 LENNAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM LEN NAR CORPORATION.
2009-THESE DRAWINGS AND DESIGNS ARE THE JOINT
PROPERTY OF DANSCO ENGINEERING, LLC AND THE
CUENT ON THIS PROJECT. ANY REPRODUCTION OR
UNAUTHORIZED USE IS PROHIBITED._
- -
REVISION:
DATE
DESCRIPTION
09-29-09
1.00 2007 FBC UPDTATES
VERSION NO. 1.00 / 09.29.09
CA 25948
❑ SAMUEL A. GREENBERG,
P.E. #34245
THUY H. HUYNH,
P.E. #60122
❑ IRWIN J. BENSON,
P.E. #49758
ANDREW D. HAROLD,
P.E. #66715 -
ENGINEER SEAL:
, x
l 1-6 --- -
SHEET TITLE:
INDIVIDUAL UNIT
1370/1371 -ST. CROIX
SHEET INFORMATION:
JOB NO.: 290941
DATE ISSUED: 09.28.09
DRAWN BY: DZ
REVIEWED BY: TH
1 A j
ui
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/MINIMUM
HEADROOM
Q OR (2)
SLOPED PLANE
v ADJOINING
n TREAD NOSING
(U �
FROM FLOOR Q
SURFACE OF
LANDING i
FOR SI: 1 INCH = 25.4 mm, I FOOT = 304.8 mm.
M IN IMJM i 4E,4E)F,:'00t-1
Lu
FOR 51: 1 INCH = 25.4 mm.
OONVENTION,4L 5T,4IfRW4 '
EACH FLIGHT
REGULATED ON IT6 oU.N
GREATE5T
MALLEST
DIFFERENCE BETWEEN
GREATEST AND SMALLEST
Lu
TREAD DEPTH WITHIN A
FLIGHT OF STAIRS 15
LIMITED TO 3/8"
DlrDIFFERENCE BETWEEN HIGHEST AND
LOWEST RISERS WITHIN A FLIGHT OF
STAIRS IS LIMITED TO 3/S"
FOR 51: 1 INCH = 25.4 mm.
6T,4Iff T0LEF�,,4NCEe
2 RI5ER5 + I TREAD =
T-4'
GREATER THAN 24" 1 NOT TO EXCEED 25'
(2) 7 112' + 9 3/4' = 24 3/4'
1-8 3/4'
NOT TO INCLUDE I° NO51NG.
3'-8'
4'-0 3/4'
14 RI5ER5 9 1 1/2' EACH
PLU5 I R15ER a 13/4"
14 TREADS o 9 3/4' EACH
TOTAL HEIGHT = 9'-4 3/4" 2nd..
�
�
I
M
r
I
(3) 2xl2 5YP"2 5PAGED
LANDING
EVENLY W/ CONTRUCTION
EVENLY
PL200 4 2-16d
3/ z zot42'kALF
TOE NAILS AT EACH END
`2xl2 P.T. W/
WALL W/ Ix6
1/4"x2 3/4'
Lu
WOOD CAP (5EE STAIR
TAPCON5
PAGE FOR HANDRAIL
A7 16" O.C.
INFOJ
Hill\
I5t 1=F
_ 3'-8'
5'-81/4'
11
9'-41/4'
STAIR
DETAIL - 1530 - SIESTA KEY
SCALE: 1/4" = 1'-0" REFER TO SHEET "STAIR' FOR INFORMATION NOT SHOWN
4'-0'
2'-6' OPENING 3'-11112'
OVERHEAD
1 CABINET5
—I-- — — — — — — ----—I
I
I II
I II
n, II II
KITCHEN II 11
KITCHEN PASS-THRU - SIESTA KEY
SCALE : 1/4' = 1'-0"
I 2x4 WALL
I
COVERED PAT10
STOR. �
HB 5-0x6-8 SGD
D.W. 1
v
p 1 SINK
I W/ DISP _
N
w Co KITeHEN
z�
I
-
N
o REF.
N
\
L-- — — _ - - - - - -
U
4'-0' 3'-8'
4'-4'
,B 1/2 WALL a 39 1/2" W/COUNTER
ABOVE 0 42' A.F.F.
16' WIDTH COUNTER ABOVE.
-
I
DINING ROOM
N
-
4'-3" 6'-4 1/2' 3'-11 5/0.
DRAIN PAN,
DRAIN TO OUT
4' ARCH,
SIDE OF UNIT.
SPRING
(5EE 51.0 FOR
PED,
TO 7'-4°
LAYOUT)
— — — —
----
UNDER Tg
1/2 BATH
sTAIRs
TIL� C�T.
W.H. I I
I s
I(x I I O U
I I T.P.
PRESSURE 2'-I 1/2° 4 ARCH
5 0 ,
RELIEF
SPRING 6'-8"
-
LANDING UP TO 7'-4"
�
A
v
18
1/4'
5'-0 3/4'
HALF
WALL
I
I
N
N
m
i LIVING ROOM
I
I N
I
I
U
FOYER
(2) 25 SH cO
* EGRESS
d
7t IS)
�Tl
I -It e
n,
I
ENTRY _
I- I
25 5H
EGRESS
3'-0" 2'-8'
1 st FLOOR PLAN - 1530 - SIESTA KEY
SGALE : 1/4" = 1'-0'
(2) 25 5H
HD, HGT. 6 -10'
* EGRE55
BEDROOM 2
I
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ILL
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I
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2-6x6-8
—
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5 I UDY
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e
Lu
[> w
_
DRYER VENT
a
(SEE NOTES)
IIILL
HAN5EN
2'-9 1/2'
5'-10° BOX
1'-1l' I 3'-111/2"
A/C
CHASE
_
I
�
DRYER
ASHE
�
�
I
5-0x6-8 BF
i
lui X 1
� IQ N z I
BATH
,�+
l0 n �I
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48" BASE
TILE
CPT. L J
o r
VANITY
>
W.c.
LA .
!
T
I
LANDING
p
WN
d
3'-6'
3'
IO"
3'-2
I/2' 11 3'-II I/2°
A/R
LANDING
>
I
I
A/H
M
1/2" WALL
8" BASE
o T. VANITY
UA
AV M.C. 2-6x(o
O
� Lu W.G.
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m I m m TILE T.
Q M. BATIK
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I
A/C
CHASE I
I
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MA5TER 5UITE
I m
I �
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rn \S)
2'- 1/2II'-111/2'
� I
I I
I
I
I I
I
I
24111
e HD. HGT.
I
v
v
M
e
25 5H
HD. HGT. C-10'
* EGRE55
2'-11' 3'-0' 2'-8"
e
Lo
2nd FLOOR PLAN - 1530 - SIESTA KEY
SCALE: : 1/4" = 1'-0"
WASHER
I
TUB �, J
C" LAV. 1/2"
< \\ ,
1� I
I
I
I
1/2"
a f KIT.
TUB �, LAV. 1/2"
L I I LAV. � J
1/2N
H.W.H. 1/2"
�Wc
TO
WATER
SERVICE
DOMESTIC WATER SUPPLY
SCALE: N.T.5.
PLUMBING LEGEND
= VENT LINE
= SANITARY W,45TE LINE
= COLD WATER SUPPLY
—"V—"W—"V = HOT WATER SUPPLY
NOTE: LICENSED PLUMBER TO VERIFY
AND HA5 THE AUTHORITY TO
CHANGE A5 NEEDED.
VTR i �1/2" VTR
I I
I
2" �.
r----------I
2" �2"i \\ i �.� 1 1l2"
TUBi i �� WAS
12" I
2 �'I i-1 1/2"
I
TUB i 1 112" 2" WC LAV
1 1/2"
2" LAV
I I
I �
I
WC 1112" 3a1112" KIT.
TO
SE'
SY
SANITARY WASTE RISER DIAGRAM
5GALE: N.T.S.
FLOOR PLAN N07E5
I. WALL DIMEN51ON5 ARE FROM OUTSIDE FACE OF BLOCK WALL
TO IN51DE FACE OF INTERIOR WALL.
2. DETERMINE THE LOCATION OF PARTITION5 NOT
DIMEN51ONED BY THEIR RELATION TO COLUMN FACE OR
CENTER WINDOW JAMB OR OTHER 51MILAR FIXED ITEM.
I. EGRESS NOTE:
EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES
WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO
EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A
MAXIMUM SILL HEIGHT OF 44' ABOVE FINISH FLOOR LINE
OF THAT PARTICULAR ROOM
2. ALL INTERIOR ANGLED WALL5 ARE AT 45. U. N. 0,
3.155UANCE OF PLANS FROM THI5 DESIGNERS OFFICE SHALL
NOT RELIEVE THE BUILDER OF RE5PON51BILITY TO REVIEW
AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO
APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT
OF ANY CONSTRUCTION.
ANY D 15CREPANCY OF ERROR IN NOTES, D IMEN51ON5, OR
ADHERENCE TO APPLICABLE BUILDING GODE5 SHALL BE
BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE
FOR CORRECTION BEFORE COMMENCEMENT OF ANY
CONSTRUCTION.
ANY REvISIONS OR CHANGES, NOT RELATED TO THE
CORRECTION OF ERROR5 THAT ARE MADE AFTER THE
FINAL PLANS HAVE BEEN COMPLETED 5HALL BE SUBJECT
TO ADDITIONAL FEES.
IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY
ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE,
THE DESIGNER SHALL NOT BE HELD RESPONSIBLE.
4. EACH DWELLING UNIT a GARAGE UNIT TO BE EQUIPTED W/
PORTABLE FIRE EXTINGUISHER IN ACCORDANCE W/ NFPAIO
5, DRYER VENT NOTE:
IN5TALL 50057ER FAN IN THE ATTIC TO ACCOMMODATE
THE EXCESS LENGTH OF THE DRYER VENT TO COMPLY
WITH SECTION M15013 F.R.C. LOCATE 50 A5 TO BE
ACCESSIBLE.
DIMEN510N CONVENTION
OVERALL d EXTERIOR OPENING DIMEN51ON
FROM OUTSIDE OF BLOCK
OUTSIDE FACE OF 8'
NOMINAL BLOCK
3 1/2" FRAME WALL U.N.C.
,4RE4 TABULATION
UNIT SIE57A KEY
15t FLOOR LIVING 154 S.F.
2nd FLOOR LIVING 711 5F.
TOTAL LIVING 1531 5F.
ENTRY 45 5F,
COVERED PATIO 6g 5F.
STORAGE 16 5F.
TOTAL 5Q. ET, 1663 5F.
Lo
it
tb
Z
H
m
Lo
N
i
Lo
II
0
N-4
Lo
T-4
H-1 I T -i----rT I T-- u
u/
/
/
/
/
/ Z
/
/ MINIMUM c0
HEADROOM s
OR (2)
u SLOPED PLANE
w ADJOINING '
> TREAD NOSING
Ld /
Ell
FROM FLOOR
SURFACE OF /
LANDING /
FOR 61: 1 INCH = 25.4 mm, I FOOT = 304.8 mm.
Lu
FOR 51: 1 INCH = 25.4 mm.
COWENT I ON,4L 5T,41 UJ,4*1'
EACH FLIGHT
REGULATED ON ITS OWN
GREATEST
5MALLE&T
DIFFERENCE BETWEEN
GREATEST AND SMALLEST
TREAD DEPTH WITHIN A
FLIGHT OF 5TAIR5 IS
LIMITED TO 3/8".
DIFFERENCE BETWEEN HIGHEST AND
° LOWEST RISERS WITHIN A FLIGHT OF
STAIRS IS LIMITED TO 3/0"
FOR 51: 1 INCH = 25.4 mm,
57,41F� TOLDRANCE&
1'-6'
3/4' PLYWOOD OVER
2x6 FRAMING W/(2) IOd 4VAC \ 42' HALF
EA. END. I WALL W/ 1 x 6
I WOOD CAP
TOP OF A/C PLATFORM 1
-
I m 1
=1-
2nd F.F. r
—
II—
I
1 1 111 GIRDER
I I—.-- BEYOND
FRAMED KNEEWALL TO SUPPORT A/C
1
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i I � LANDING
2 RISERS 41 TREAD =
` ,
/ � i �LANDING
GREATER THAN 24' 4 NOT TO
z o 7-1 1 /
EXCEED 25'
(z)
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/
n
2x12 P.T. W/ 1/4' x
NOT TO INCLUDE I' N051NG.
= /
2 3/4' TAPCON5
14 RISERS 1 Ill' EAGH 1 1
/
AT IV O.C.
PLUS I RISER 6 1 3/4' �
/ 42' HALF
(3) 2 x 12 5YP"2
14 TREA05 a 9.15' EACH
/ WALL W/ I x 6
SPACE EVENLY W/
/
TOTAL HEIGHT = 9'-4 3/4`I5t FF
WOOD CAP
CONSTRUCTION
7-3 3/4' 314'
ADHESIVE PL200 4
2- 16d TOE NAILS
10'-9 3/4'
AT EACH END
�� STAIR DETAIL
- 1531 -MARTINIQUE
A
SCALE: 114" = 1'-0' REFER TO 5HEET '5TAIR' FOR INFORMATION NOT 5HOUN
I_Qnp>=niir.ir. �Qe
CABINETS
I II
N I II
I II
- I II II
n, II II
KITCHEN II II
KITCHEN PASS-THRU - MARTINIQUE
SCALE —, 1/4" = 1'-0"
14' 6'
14'-6'
3'-O"x6'-0'
I
CONC. PAD
(2) 25 SH
HD. HGT. 6' 10"
* EGRESS
I
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BEDROOM 2
1
6-0x6-8 SGD
T-8 1/2'
T-8 1/2' 6'-4" M.O. T-9"
—
11/2'
II'-91/2'
T-2
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30' BASE
L I V I NCB ROOM CPT.71 E 00 w
VANITY
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10'-10,
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(5EE NOTES)
3'-8' 10'-10,
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DINING ROOM (SEE 51,0
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m
25 5H 16 "XI6
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SQUARE
2'-T" 3'-I' 4'-8' 4'-2' COLUMN
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SCALE = 1/4" = 1'-0"
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= SANITARI' UJASTE LINE
= COLD WATER SUPPLI'
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NOTE: LICENSED PLUMBER TO VERIFY
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5'-8' -
2nd FLOOR PLAN - 1531 - MARTINIQUE
SCALE : 1/4' = 1'-0"
FLOOR PLAN NOTFS
I. WALL DIMENSIONS ARE FROM OUTSIDE FACE OF BLOCK WALL
TO INSIDE FACE OF INTERIOR WALL.
2, DETERMINE THE LOCATION OF PARTITIONS NOT
DIMENSIONED BY THEIR RELATION TO COLUMN FACE OR
CENTER WINDOW JAMB OR OTHER 51MILAR FIXED ITEM.
I. EGRE55 NOTE:
EACH BEDROOM MU5T HAVE ONE WINDOW THAT COMPLIES
WITH EGRE55 CODE5, IF THERE IS NO ACCE65 TO
EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A
MAXIMUM 51LL HEIGHT OF 44' ABOVE FINISH FLOOR LINE
OF THAT PARTICULAR ROOM
2. ALL INTERIOR ANGLED WALL5 ARE AT 45• U. N. 0.
3.155UANCE OF PLANS FROM TH15 DE5IGNER5 OFFICE SHALL
NOT RELIEVE THE BUILDER OF RE5PON5IBILITY TO REVIEW
AND VERIFY ALL NOTES, DIMEN51ON5, AND ADHERENCE TO
APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT
OF ANY CONSTRUCTION.
ANY D15GREPANCY OF ERROR IN NOTES, DIMENSIONS, OR
ADHERENCE TO APPLICABLE BUILDING CODE5 SHALL BE
BROUGHT TO THE ATTENTION OF THE DE5IGNER5 OFFICE
FOR CORRECTION BEFORE COMMENCEMENT OF ANY
CONSTRUCTION.
ANY REVISIONS OR CHANGES, NOT RELATED TO THE
CORRECTION OF ERRORS THAT ARE MADE AFTER THE
FINAL PLAN5 HAVE BEEN COMPLETED 5HALL BE SUBJECT
TO ADDITIONAL FEE5.
IF ANY MODIFICATIONS ARE MADE TO THESE PLAN5 BY
ANY OTHER PARTY OTHER THAN THE DE5IGNER5 OFFICE,
THE DE51GNER 5HALL NOT BE HELD RE5PONSIBLE.
4. EACH DWELLING UNIT 4 GARAGE UNIT TO BE EQUIPTED W/
PORTABLE FIRE EXTINGUISHER IN ACCORDANCE W/ NFPAIO
5. DRYER VENT NOTE:
INSTALL 6005TER FAN IN THE ATTIC TO ACCOMMODATE
THE EXCE55 LENGTH OF THE DRYER VENT TO COMPLY
WITH SECTION M15013 F.RC. LOCATE SO A5 TO BE
ACCE5515LE.
DIMEN51ON CONVENTION
OVERALL 4 EXTERIOR OPENING DIMEN510N
FROM OUTSIDE OF BLOCK
OUTSIDE FACE OF 8'
NOMINAL BLOCK
31/2' FRAME WALL U.N.O.
ARE,4 T,45UL,4TI0N
UNIT MARTINIQUE
15t FLOOR LIVING 154 5F.
2nd FLOOR LIVING ill SF.
TOTAL LIVING 1531 5F.
ENTRY 45 5F.
COVERED PATIO 69 5F.
STORAGE 15 5F.
TOTAL 50, FT, 1663 5F,
DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Florida 33572
p. 813.645.0166
f. 813.645.9698
www.danscoengineering.com
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TO THE BEST OF THE ENGINEER'S
KNOWLEDGE AND BELIEF, THE STRUCTURAL
PLANS AND SPECIFICATIONS COMPLY WITH
2007 FLORIDA RESIDENTIAL BUILDING COD
(INCLUDING 2009 SUPPLEMENT) SECTION
R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE
"C" ENCLOSED (INTERNAL PRESSURE
COEFFICIENT=±0.18) WIND ZONE
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OF THIS DRAWING ONLY.
2009 LENNAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM LENNAR CORPORATION.
2009-THESE DRAWINGS AND DESIGNS ARE THE JOINT
PROPERTY OF DANSCO ENGINEERING, LLC AND THE
CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE
DESCRIPTION
09-29-09
1.00 2007 FBC UPDTATES
I
VERSION NO. . 1.00 / 09.29.09
_..-----------
CA 25948
SAMUEL A. GREENBERG,
P.E. #34245
THUY H. HUYNH, 1
P.E. #60122 j
IRWIN J. BENSON,
P.E. #49758
Ll ANDREW D. HAROLD,
P.E. #66715
ENGINEER SEAL:
I
I
I
I 1
SHEET TITLE:
INDIVIDUAL UNIT
1531 - MARTINIQUE
SHEET INFORMATION:
JOB NO.: 290941
DATE ISSUED: 09.28.09
DRAWN BY: DZ
REVIEWED BY: TH
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ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Florida 33572
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2007 FLORIDA RESIDENTIAL BUILDING CODE,
(INCLUDING 2009 SUPPLEMENT) SECTION
R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE
"C" ENCLOSED (INTERNAL PRESSURE
COEFFICIENT = ±0.18) WIND ZONE
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OF THIS DRAWING ONLY.
2009 LENNAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM LENNAR CORPORATION.
--
2009-THESE DRAWINGS AND DESIGNS ARE THE JOINT
PROPERTY OF DANSCO ENGINEERING, LLC AND THE
CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE
DESCRIPTION
09-29-09
1.00 2007 FBC UPDTATES
VERSION NO. 1.00 / 09.29.09
CA 25948
SAMUEL A. GREENBERG,
P.E. #34245
THUY H. HUYNH,
P.E. #60122
IRWIN J. BENSON,
P.E. #49758
i
ANDREW D. HAROLD,
P.E. #66715
ENGINEER SEAL:
SHEET TITLE:
1 st FLOOR
MERGED PLAN
SHEET INFORMATION:
JOB NO.: 290941
DATE ISSUED: 09.28.09
DRAWN BY: DZ
REVIEWED BY: TH
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ENGINEERING, LLC
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Apollo Beach, Florida 33572
p. 813.645.0166
f. 813.645.9698
www.donscoengineering.com
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KNOWLEDGE AND BELIEF, THE STRUCTURAL
PLANS AND SPECIFICATIONS COMPLY WITH
2007 FLORIDA RESIDENTIAL BUILDING CODE,
(INCLUDING 2009 SUPPLEMENT) SECTION
R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE
"C" ENCLOSED (INTERNAL PRESSURE
COEFFICIENT = ±0.18) WIND ZONE
THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OF THIS DRAWING ONLY.
2009 LEN NAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM LENNAR CORPORATION.
2-THESE DRAWINGS AND DESIGNS ARE THE JOINT
P009ROPERTY OF DANSCO ENGINEERING, LLC AND THE
CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
UNAUTHORIZED USE IS PROHIBITED.
- -
REVISION:
DATE DESCRIPTION
09-29.09 1,00 2007 FBC UPDTATES
I
--
I
i
VERSION NO. 1.00 / 09.29.09
CA 25948
❑ SAMUEL A. GREENBERG,
P.E. #34245
THUY H. HUYNH,
% P.E. #60122
IRWIN J. BENSON,
P.E. #49758
ANDREW D. HAROLD,
P.E. #66715
I
ENGINEER SEAL:
09
SHEET TITLE:
2nd FLOOR
MERGED PLAN
SHEET INFORMATION:
JOB NO.: 290941
I
DATE ISSUED: 09.28.09
DRAWN BY: DZ
REVIEWED BY: TH
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DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Florida 33572
p. 813.645.0166
F. 813.645.9698
www.donscoengineering.com
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KNOWLEDGE AND BELIEF, THE STRUCTURAL
PLANS AND SPECIFICATIONS COMPLY WITH
2007 FLORIDA RESIDENTIAL BUILDING CODE
(INCLUDING 2009 SUPPLEMENT) SECTION
R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE
-C" ENCLOSED (INTERNAL PRESSURE
COEFFICIENT = t0.18) WIND ZONE
THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OF THIS DRAWINGONLY-
2009 LENNAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM LENNAR CORPORATION.
2009-THESE DRAWINGS AND DESIGNS ARE THE JOINT
PROPERTY OF DANSCO ENGINEERING, LLC AND THE
CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
UNAUTHORIZED USE IS PROHIBITED.
REVISION:
I _ I
DATE DESCRIPTION
09-29-09 j} 1.00 2007 FBC UPDTATES
I
— --
VERSION NO. 1.00 / 09.29.09
CA 25948
SAMUEL A. GREENBERG,
P.E. #34245
J THUY H. HUYNH,
% P.E. #60122
IRWIN J. BENSON,
P.E. #49758
ANDREW D. HAROLD,
P.E. #66715
ENGINEER
O SEAL: II
J L
I ICI
;
Ila
SHEET TITLE:
FRONT & REAR
ELEVATIONS
SHEET INFORMATION:
JOB NO.: 290941
DATE ISSUED: 09.28.09
DRAWN BY: DZ
REVIEWED BY: TH
I
I
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1370 - ST. CROIX
1371 - ST. CROIX
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®AN SCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Florida 33572
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TO THE BEST OF THE ENGINEER'S
KNOWLEDGE AND BELIEF, THE STRUCTURAL
PLANS AND SPECIFICATIONS COMPLY WITH
2007 FLORIDA RESIDENTIAL BUILDING CODE,
(INCLUDING 2009 SUPPLEMENT) SECTION
R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE
"C" ENCLOSED (INTERNAL PRESSURE
COEFFICIENT = ±0. 18) WIND ZONE
THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OF THIS DRAWING ONLY.
2009 LENNAR CORP. THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM LENNAR CORPORATION,
— --
2009-THESE DRAWINGS AND DESIGNS ARE THE JOINT
PROPERTY OF DANSCO ENGINEERING. LLC AND THE
CLIENT ON THIS PROJECT, ANY REPRODUCTION OR
UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE
DESCRIPTION
09-29-09
I
1 1.00 2007 FBC UPDTATES
VERSION NO. 1.00 / 09.29.09
CA 25948
SAMUEL A. GREENBERG,
P.E. #34245
THUY H. HUYNH,
P.E. #60122
IRWIN J. BENSON,
P.E. #49758
ANDREW D. HAROLD,
P.E. #66715
-
ENGINEER SEAL:
� 1 1 - -
SHEET TITLE:
ROOF PLAN
SIDE ELEVATIONS
SHEET INFORMATION:
JOB NO.: 290941
DATE ISSUED: 09.28.09
DRAWN BY: DZ
REVIEWED BY: TH
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FOR CONTINUATION, SEE
FOR CONTINUATION, SEE
FOR CONTINUATION, SEE
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FOR CONTINUATION, SEE
FOR CONTINUATION, SEE
ELECTRICAL PLAN PER
ELECTRICAL PLAN PER
ELECTRICAL PLAN PER
ELECTRICAL PLAN PER
ELECTRICAL PLAN PER
ELECTRICAL PLAN PER
EACH UNIT. (TYP)
EACP UNIT. (TYP.)
EAC�I UNIT. (TYP.)
EACH UNIT. (TYP.)
EACH UNIT. (TYP)
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FOR CONTINUATION, SEE
FOR CONTINUATION, SEE
FOR CONTINUATION, SEE
FOR CONTINUATION, SEE
ELECTRICAL PLAN PER
ELECTRICAL PLAN PER
ELECTRICAL PLAN PER
ELECTRICAL PLAN PER
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EACH UNIT. (TYP.)
EACP UNIT. (TYP.)
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PROVIDE A MIN. 22' BELOW F.F.
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1370 - ST. CROIX
1371 -ST. CROIX
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ELECTRICAL SERVICE PLAN
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DAN SCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Florida 33572
p.813.645.0166
f. 813.645.9698
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OF THIS DRAWING ONLY. -
2009 LENNAR CORP THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM LENNAR CORPORATION.
2009 THESE DRAWINGS AND DESIGNS ARE THE JOINT
PROPERTY OF DANSCO ENGINEERING, LLC AND THE
CUENT ON THIS PROJECT. ANY REPRODUCTION OR
UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE j DESCRIPTION
09-29-09 1.00 2007 FBC UPDTATES
I
VERSION NO. 1.00 / 09.29.09,
SHEET TITLE:
ELECTRICAL
SERVICE PLAN
SHEET INFORMATION:
JOB NO.: 290941
DATE ISSUED: 09.28.09
DRAWN BY: DZ
REVIEWED BY: TH
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10
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WATER
10
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1
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1
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12
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1
22
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20A
1
23
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12
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O DEDECATED AF.C.I. CIRCUIT
3O 5 KW
HEAT STRIP
0 DEDECATED GF.I. CIRCUIT
RE5I1DENTIAL LOAD CALCULATION
1310/1311
- 5T. CROIX
General Lighting
1311 3
4113
Laundry Circuuit
1 1500
1500
Smail Appliance Circuits
2 1500
3000
Total 5mail Appliance d General Lighting
3613
RANGE
I 8000
3000
Dryer
1 5000
5000
5pecial Circuit
0 0
0
13000
Fixed Appliances
Water Heaters
1 4500
4500
Dill, uasher
1 1200
1200
Di5po5al
1 160
160
6460
TOTAL GENERAL DEMAND
28,013.0 VA
FIR5T 10 KVA OF GENERAL LOAD 100%
10,000.0 VA
REMAINDER OF GENERAL LOAD a 40%
1,2292 VA
5 kVA OF HEAT a 40%
2000.0 VA
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le)AJO VA
19)29 divided by 240 equals 80 Demand Amps
ELEG_ METER --\
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D 15CONN.
587
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22 0 V
LIVING ROOM
5TD_5URFACE
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1 st ELECTRICAL PLAN - 1370/1371 - ST. CROIX
5C,4LEE : 1/4" = 1'-0"
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3'-b" ,7 6'-4'M.0. 18
8'-0'x 3'-0' PATIO
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REAR UNIT CONFIG. - ST. CROIX
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SCALE : 1/4" = 1'-0"
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DANSCO
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P.O. BOX 3400
Apollo Beach, Florida 33572
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SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OF THIS DRAWING ONLY.
2009 LENNAR CORP.-THIS PLAN MAY NOT BE I
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM LENNAR CORPORATION.
2009-THESE DRAWINGS AND DESIGNS ARE THE JOINT
PROPERTY OF DANSCO ENGINEERING, LLC AND THE
1 CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
UNAUTHORIZED USE IS PROHIBITED_ ----
j REVISION:
DATE DESCRIPTION
09-29-09
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VERSION NO. 1.00 / 09.29_09
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SHEET TITLE:
IND. UNIT ELECTRICAL PLANS
1370/1371 - ST. CROIX
SHEET INFORMATION:
JOB NO.: 290941
DATE ISSUED: 09.28.09
DRAWN BY: DZ
REVIEWED BY: TH
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10
30A
2
WATER
10
30A
2
JJ
HEATER
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MASTER SUITE
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9
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12
15A
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20A
1
13
CLOTHES
12
20A
1
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12
20A
1
15
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12
20A
1
16
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OUTSIDE OUTL ET5
O
12
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12
15A
1
18
LIGHTS
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12
204
1
19
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12
15A
1
20
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12
20A
1
21
LIVING ROOM
12
15A
1
22
MICROWAVE OVEN
12
20A
1
23
2nd FLOOR
12
15A
1
24
LIGHTS
PANEL50ARD NOTES:
0 DEDECATED AF.C.I. CIRCUIT
0 5 KW
HEAT STRIP
O DEDECATED GE.I. CIRCUIT
RHIDENTIAL LOAD CALCULATION
General Lighting
Laundry Circuit
Small Appliance Circuits
Total Small Appliance $ General Lighting
RANGE
pryer
Special Circuit
Fixed Appliances
Water Heaters
Dishwasher
Disposal
TOTAL GENERAL DEMAND
FIRST 10 KVA OF GENERAL LOAD 9 100%
REMAINDER OF GENERAL LOAD a 40%
5 kVA OF HEAT e40%
530 = 51E5TA KEY
1531 3 4593
1 1500 1500
2 1500 3000
9093
I a000 E000
1 5000 5000
0 0
ro
1 4500 4500
1 1200 1200
1 160 160
25,553.0 VA
10,000.0 VA
1,421.2 VA
2,000.0 VA
TOTAL 19,421.0 VA
19,421 divided by 240 equals al Demand Amps
A/O
5&7
COVERED PATIO
18
18 1T
W.P.
6.F.1.
18 I
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DINING ROOM
WALL MOUNT
LIGHTING
PER 5PE C5 15
GF.L 1/2 BATH
- 15
15
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UP To
LI6HT
zz -
LIVING ROOM
<
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PRE -WIRE
zz
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1 st ELECTRICAL PLAN - 1530 - SIESTA KEY
SCALE : 1/4" = I'-O'
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2nd ELECTRICAL PLAN - 1350 - SIESTA KEY
SCALE : 1/4" = l'-V
CKT#
ELECTRICAL
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6
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4
5
6
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10
30A
2
WATER
10
30A
2
f I L J
T
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8
MASTER SUITE
O
12
15A
1
9
10
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3
10
30A
2
BEDROOM / 5MOKE
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12
15A
1
II
NEAT STRIP
12
DETECTOR
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D15HWA5HER
12
20A
1
13
CLOTHES
12
20A
1
14
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12
20A
1
15
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12
20A
1
16
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OUTSIDE CUTLETS
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12
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12
15A
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IS
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2O
12
20A
1
19
DI5PO5AL
12
15A
1
20
REFRIGERATOR
12
20A
1
21
LIVING ROOM
12
15A
1
22
MICROWAVE OVEN
12
20A
J23
2nd FLOOR
12
15A
1
24
LIGHTS
PANELBOARD NOTES:
0 DEDECATED AF.G.I. CIRCUIT
O3 5 KW
HEAT STRIP
O DEDECATED GF.I. GIRCUIT
RESIDENTIAL LOAD CALCULATION
1531 - MARTINIQUE
General Lighting
1531 3
4593
Laundry Gircuuit
1 1500
1500
Small Appliance Circuits
2 1500
3000
Total Small Appliance $ General Lighting
9093
RANGE
I a000
8000
Dryer
1 5000
5000
Special Circuit
0
0
Fixed Appliances
Water Heaters
Dishwasher
Disposal
TOTAL GENERAL DEMAND
FIRST 10 KVA OF GENERAL LOAD 0 100%
REMAINDER OF GENERAL LOAD 9 40%
5 kVA OF HEAT 6 40%
1 4500 4500
1 1200 1200
1 160 160
28,553.0 VA
10,0002 VA
1,4212 VA
2,0002 VA
TOTAL 19,421.0 `✓A
19229 divided by 240 equals 80 Demand Amps
A/G.
D15GONN.
587 -
COVER P,4T10
1B ,B
17
O
LIVING ROOM
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16 / 18 18
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17 \ BRKF= T 284
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+ 48 1
20
G.F.t.
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13 G.F.I.
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37 - — 17NTRi
18
FOYER `
1 st ELECTRICAL PLAN - 1531 - MARTINIQUE
SCALE : 1/4" = 1'-O�
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PROVIDE ARTIFICIAL LIGHT
CAPABLE OF PRODUGING AN
AVERAGE ILLUMINATION OF 6
FOOTCANDLE5 (&A& lux)
OVER THE AREA OF THE
ROOM AT A HEIGHT OF 30
INCHES (162 mm) ABOVE THE
FLOOR LEVEL PER FRG 303.1.
2nd ELECTRICAL PLAN - 1531- SIESTA KEY
SCALE : 1/4" = 1'-0"
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DAN SCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Florida 33572
p. 813.645.0166
f. 813.645.9698
www.do nscoengineering.com
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SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OF THIS DRAWING ONLY.
2009 LENNAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM LENNAR CORPORATION.
2009-THESE DRAWINGS AND DESIGNS ARE THE JOINT
PROPERTY OF DANSCO ENGINEERING, LLC AND THE
CLIENT ON THIS PROJECT, ANY REPRODUCTION OR
UNAUTHORIZED USE IS PROHIBITED. - - -
REVISION:
�------------ --
DATE DESCRIPTION
—I
09-29-09 j 1.00 2007 FBC UPDTATFS j
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—VERSION NO.1.00 / 09.29.09
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SHEET TITLE:
IND. UNIT ELECTRICAL PLANS
1531 - MARTINIQUE
SHEET INFORMATION:
JOB NO.: 290941
DATE ISSUED: 09.28.09
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DRAWN BY: DZ
REVIEWED BY: TH
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1371 - ST. CROIX 1371 - ST. CROIX
�FO�UND�AT�10N�PL�AN...
SCA!_E:: 3/I6" = 1'-0"
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5AW GUT EXPANSION JOINT. CUT TO BE
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CONCRETE. 3/4" IN DEPTH PLANS FOR'/4' SCALE FOR
ALL DIMS.
/Z "
CONCRETE 5EE GENERAL NOTES
MIX REQUIREMENTS FOR PLAGEP
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SCALE: N.T.5.
4ED CONCRETE FLOOR
1.4x1.4 WIRE 1" fES-4
OR FISER 1"fE514 IN MIX
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DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Florida 33572
p.813.645.0166
f. 813.645.9698
www.donscoengineering.com
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TO THE BEST OF THE ENGINEER'S
KNOWLEDGE AND BELIEF, THE STRUCTURAL
PLANS AND SPECIFICATIONS COMPLY WITH
2007 FLORIDA RESIDENTIAL BUILDING CODE
(INCLUDING 2009 SUPPLEMENT) SECTION
R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE
"C" ENCLOSED (INTERNAL PRESSURE
COEFFICIENT = ±0.18) WIND ZONE
i
THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OFTHIS DRAWINGONLY.
2OD9 LENNAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM LEN NAR CORPORATION.
2009-THESE DRAWINGS AND DESIGNS ARE THE JOINT
PROPERTY OF DANSCO ENGINEERING, LLC AND THE
CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE DESCRIPTION
09-29-09 1.00 2007 FBC UPDTATES
-------- ----------
VERSION NO. 1.00 / 09.29.09
CA 25948 - - -- --- -- -- ------
SAMUEL A. GREENBERG,
P.E. #34245
THUY H. HUYNH,
P.E. #60122
IRWIN J. BENSON,
P.E. #49758
ANDREW D. HAROLD,
P.E. #66715
ENGINEER SEAL:
SHEET TITLE:
FOUNDATION PLAN
SHEET INFORMATION:
JOB NO.: 290941
DATE ISSUED: 09.28.09
DRAWN BY: DZ/LV
REVIEWED BY: TH
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(51M. W/FLOOR J 6-2' 8' 8' 8' 2' 8'-2' B' 8' 8' 2' (51M. W/FL00R
1 TRU55 PARALLEL ss 1 a' Im' �'-e' ;' s' a'-Im' a' Im' ;'-e' S'-a' e' 10' e'-ID' S' a' ;' a' a' Im' 1 IR166 PARALLEL 1
TO WALL) TO WALL)
21'-10' 14'-b' 14'-b' 14'-V 14'-b' 14'-b' 14'-b' 21'-10'
65' 4' 65' 4,
1370 - ST. CROIX 1530 - SIESTA KEY 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 - MARTINIQUE 1530 - SIESTA KEY 1370 - ST. CROIX
1371 -ST. CROIX 1371 - ST. CROIX
MASONRY WALL 1 1st�FL�OR�ST�UC �TU�AL PLAN vAPQR BARRIER BEHIND
GIRDER TRU55
PRE-ENGINEERED GIRDER TRU55 TOP CHORD W/
Y4' x 2Y4" TAPCON5 6 S' O.G. INTO CMU
13/4" OR 2 1/2'
WOOD BEAM 5EE PLAN FOR
I' X P.T. BA5E NAILER
LISP MP34 EA. TRU55
PLYWOOD OR 05B
CONN. TO COLUMN j
1/16' O.5B FIRERATED OR REG, PER ROOF PLAN SEE
ROOF NAILING SCNED. ON SKEET 5NI
PRE ENGINEERING TRU55
FILLED CELL W/
T.O.G. 10'-4' :i ,'
W/3'-O' CANTIVELER. MAX.
(1) "5 PERT.
PRE-ENGINEERED ROOF TRUSSES 24' O/G MAX.
(2)16d TOE NAIL
U5P HT420 OR EQUAL
INTO GIRDER
SYSTEM 42
EA-TRU55
MASONRY WALL
COLUMN SPACER HURRICANE STRAP
FLOOR R-30 IN5ULATIO
PER PLAN
TRUSSES 8'-0' A.F.F.
T.O.C.
dO
P.C. LINTEL PER PLAN (3) 8d TOE NAILS Lj
1/16' 0.5.5. W/ 8d m 8' O/C 4
OO 64 4FR
O
2X4 P.T. LEDGER W/1/4' DIA.
CEILING DRYWALL ON TOP W/ 1-3/8'
ABEAM
GMU COLUMN FILLED W/
DRYWALL NAIL5 OR DRYWALL PER PLAN
a
GROUT. 5EE PLAN FOR SIZE
X 2 3/4' TAPCON5 a 8' O/C .
SCREWS a T' 0/C. ENTRY ONLY.
ESPEC. (SQUARE COLUMN
M 50NRY ALL
PREENGINEERED GIRDER TRU55
15 SHOWN)
BOTTOM CHORD W/y4' x 2y4'
TAPCON5 9 8' O.C. INTO GMU
DIM, VARIES
ENTRY COLUMN TO BEAM
SE
SHED ROOF @ S.G.D./ENTRY DETAIL
A
nLLCT'ONA
SGALE
LE : N.T.S.
SCALE : N.T.S.
-(2) 2' x 6' BEAM W/ (6)10d COMMON
NAILS 9 EACH END
—ATTACH 2' x 6' J015T TO SEAM W/ (6)
0d TOE NAILS EACH END (TYP.)
2' x 6' J015T 9 24' O.C. MAX.
NOTE:
U PLATFORM 15 DESIGNED FOR A
MAXIMUM WEIGHT OF 250 lbs.
2) ALL WOOD MEMBERS ARE PRESSURE
TREATED
3) REFER TO RETROFIT FILLED CELL
DETAIL IF FILLED CELL DOES NOT EX15T'I.
2' x 6' S.Y.P. ° 2 Wl l6)10d COMMON
NAIL5 9 EACH ENE)
r
4'PO5T W/ I/2' DIA. ANCHOR BOLTS
O.C. INTO FILLED CELL W/ (U 15
,
A�LE
/C PLATFORM DETAIL
D .T,S.
DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Florida 33572 1
p. 813.645.0166
f. 813.645.9698
www.donscoengineering.com
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TO THE BEST OF THE ENGINEER'S
KNOWLEDGE AND BELIEF, THE STRUCTURAL
PLANS AND SPECIFICATIONS COMPLY WITH
2007 FLORIDA RESIDENTIAL BUILDING CODE
(INCLUDING 2009 SUPPLEMENT) SECTION
R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE
-C- ENCLOSED (INTERNAL PRESSURE
COEFFICIENT=±0.18) WIND ZONE
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OF THIS DRAWING ONLY.
2009 LENNAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM LENNAR CORPORATION.
2009 THESE DRAWINGS AND DESIGNS ARE THE JOINT
PROPERTY OF DANSCO ENGINEERING, LLC AND THE
CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
UNAUTHORIZED USE IS PROHIBITED.
1 REVISION:
DATE
DESCRIPTION -
09-29-09
1.00 2007 FBC UPDTATES
VERSION NO. 1.00 / 09.29.09
CA 25948
SAMUEL A. GREENBERG,
P.E. #34245 1
THUY H. HUYNH,
P.E. #60122
IRWIN J. BENSON,
P.E. #49758
Lj ANDREW D. HAROLD,
P.E. #66715
ENGINEER SEAL:
it
--- -
SHEET TITLE:
1 st FLOOR
STRUCTURAL
SHEET INFORMATION:
JOB NO.: 290941
DATE ISSUED: 09.28.09
DRAWN BY: DZ/LV
REVIEWED BY: TH
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1371 - ST. CROIX
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A MASONRY STEP DETAIL
SCALE : 1/2' = 1'-0'
1531 - MARTINIQUE 1531 - MARTINIQUE
2nd FLOOR STRUCTURAL PLAN
SCALE : 3/16" = 1'-0"
1531 - MARTINIQUE
1530 - SIESTA KEY
1370 - ST. CROIX
1371 - ST. CROIX
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DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Florida 33572
p.813.645.0166
f. 813,145,1698
www.donscoengineedng.com
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TO THE BEST OF THE ENGINEER'S
KNOWLEDGE AND BELIEF, THE STRUCTURAL
PLANS AND SPECIFICATIONS COMPLY WITH
2007 FLORIDA RESIDENTIAL BUILDING CODE,
(INCLUDING 2009 SUPPLEMENT) SECTION
R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE
"C" ENCLOSED (INTERNAL PRESSURE j
COEFFICIENT = ±0.18) WIND ZONE
j THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OF TH IS DRAWING ONLY.
2009 LEN NAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM LENNAR CORPORATION.
2009-THESE DRAWINGSAND DESIGNS ARE THEJOINT !
PROPERTY OF DANSCO ENGINEERING, LLC AND THE I
CLIENT ON THIS PROJECT. ANY REPRODUCTION OR j
UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE
DESCRIPTION
09-29 09
1.00 2007 FBC UPDTATES
I
VERSION NO. 1.00 / 09.29.09
CA 25948
! ❑ SAMUEL A. GREENBERG,
P.E. #34245
THUY H. HUYNH, I
P.E. #60122
IRWIN J. BENSON,
P.E. #49758
ANDREW D. HAROLD,
— P.E. #6671-5 -- --- - —
ENGINEER SEAL:
SHEET TITLE: j
2nd FLOOR
STRUCTURAL PLAN
SHEET INFORMATION:
JOB NO.: 290941
DATE ISSUED: 09.28.09
DRAWN BY: DZ/LV
REVIEWED BY: TH j
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1 HI 1111 YID In 4l
1370 - ST. CROIX
1371 -ST. CROIX
1530 - SIESTA KEY
1531 - MARTINIQUE
1531 - MARTINIQUE 1531 - MARTINIQUE
1 st FLOOR FRAMING PLAN
SCALE : 3/16" = 1'-0"
1531 -MARTINIQUE
1530 - SIESTA KEY
1370 - ST. CROIX
1371 - ST. CROIX
DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Florida 33572
p. 813.645.0166
f. 813.645.9698
www.danscoengineering.com
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TO THE BEST OF THE ENGINEER'S
KNOWLEDGE AND BELIEF, THE STRUCTURAL
PLANS AND SPECIFICATIONS COMPLY WITH
2007 FLORIDA RESIDENTIAL BUILDING CODE
(INCLUDING 2009 SUPPLEMENT) SECTION
R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE
"C" ENCLOSED (INTERNAL PRESSURE
COEFFICIENT=±0.18) WIND ZONE
THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THESTRUCTURAL PORTION
OF THIS DRAWING ONLY.
2009 LENNAR CORP. THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM LENNAR CORPORATION.
2009-THESE DRAWINGS AND DESIGNS ARE THE JOINT
PROPERTY OF DANSCO ENGINEERING. LLC AND THE
CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE
DESCRIPTION
09-29-09
_
1.00 2007 FBC UPDTATES
I
VERSION NO. 1.00 / 09.29.09
CA 25948
❑ SAMUEL A. GREENBERG,
P.E. #34245
H. HUYNH,
TTHUY
P.E. #60122
IRWIN J. BENSON,
P.E. #49758
❑ ANDREW D. HAROLD,
P.E. #66715
ENGINEER SEAL:
I
/C�' -
SHEET TITLE:
1 st FLOOR
FRAMING PLAN
SHEET INFORMATION:
JOB NO.: 290941
DATE ISSUED: 09.28.09
DRAWN BY: DZ/LV
REVIEWED BY: TH
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1371 - ST. CROIX 1371 -ST. CROIX
ROOF FRAMING PLAN
2-PLY PRE-ENGINEERED GIRDER WEND
GRAIN BEARING, 2 x 6 WEB MIN,
PRE-ENGINEERED WOOD TRUSS
TO BE PREPAIRED BY OTHERS
L (AS REQUIRED)
1/2' x 1' DEDGE ANCHOR (MIN, SHEAR = 1340°)
NOTE: STAGGER ANCHORS FROM OPPOSITE
51DE
M015TURE BARRIER
NOTE:
-INSTALL BOLTS IN EVERY HOLE ON HANGER THROUGH GIRDER
-REFER TO DETAIL 4/6U FOR M45ONRY 5TEP5 DIMENSION.
KLEG3 WITOP
FLANGE HANGER
18'-8' AFF.
If _ 1 4' A.F.F.
If
5CHEMATIC ONLT.
5EE TRU55 PROFILE FOR ACTUAL TRUSS.
DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Florida 33572
p. 813.645.0166
f. 813.645.9698
www.danscoengineering.com
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TO THE BEST OF THE ENGINEER'S
KNOWLEDGE AND BELIEF, THE STRUCTURAL
PLANS AND SPECIFICATIONS COMPLY WITH
2007 FLORIDA RESIDENTIAL BUILDING CODE
(INCLUDING 2009 SUPPLEMENT) SECTION
R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE
-C" ENCLOSED (INTERNAL PRESSURE
COEFFICIENT = ±0.18) WIND ZONE
THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OF THIS DRAWING ONLY.
2009 LENNAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM LENNAR CORPORATION.
2009-THFSE DRAWINGS AND DESIGNS ARE THE JOINT
PROPERTY OF DANSCO ENGINEERING, LLC AND THE
CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE DESCRIPTION
09-29.09 1.00 2007 FBC UPDTATES
VERSION NO. 1.00 / 09.29.09
CA 25948
SAMUEL A. GREENBERG,
P.E. #34245
THUY H. HUYNH,
P.E. #60122
IRWIN J. BENSON,
P.E. #49758
ANDREW D. HAROLD,
P.E. #66715
ENGINEER SEAL:
7-xJL
SHEET TITLE:
ROOF FRAMING PLAN
SHEET INFORMATION:
JOB NO.:
290941
DATE ISSUED:
09.28.09
DRAWN BY:
DZ/LV
REVIEWED BY:
TH
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GIRDER @ PARTYWALL
SCALE : N.T.S.
!LISP KLECs3) GRAVITY CAPACITY =
11320' UPLIFT CAPACITY = 4835'
RAISED HEEL TRUSS SECTION
SCALE : N.T.5.
S2.02
SPEC, IF I Cll,�,,Tl ONI-5
1. CONSTRUCTION
1. 1. 1. AGI 510-05 BUILDIN6 CODE REOUIFEMENT5 FOR STRUCTURAL GONGRETE
1. 1.2. AGI 530-05, ASGE 5/TMS 402-05 4 AGI 550.1-05, ASGE &/TMS 602-05
SPECIFICATIONS FOR MASONRY STRUCTURES.
1. ;. 5. ASTM r-2-70-04, G4-f6-02, AND GqO-01 SPECIFIGATIONS FOR MASONRY STRUCTURES
1.1.4. NATIONAL DESION SPECIFICATIONS (NOS) FOR V400D GONSTRUGTION, 2005 EDITION, AND ALL
AC,COMPANYIN0 SUPPLEMENTS.
1.1.5. FLORIDA RESIDENTIAL CODE (FIRG), FLORIDA BUILDINO CODE (F13G), 2001 EDITION,
(INCLUDINO 200cl 5UPPLEMENT)
1. 1. 6. "MANUAL OF STEEL GONSTRUGTION, ALLONADLE STRESS DES15N", BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (AISG� qTH EDITION.
1. 1. -7. VESIC-N SPECIFIGATION FOR LIGHT METAL PLATE GONNEGTED HOOD TRUSSES" BY THE
TRUSS PLATE INSTITUTE TPI 1-02.
1. 2. DESI(5N ;
1.2. 1- AGI 510-05 BUILDINO CODE REOUIREMENTS FOR 5TRUGTURAL CONCRETE
1.2.2. AGI 550-05, A5GE 5/TMS 402-05 a AGI 550.1-05, A5GE 6/TMS 602-05
SPEGIFIGATiONS FOR MASONR�' STRUGTURE5.
1.2.5. ASTM G2_70-04, G416-02, AND GcIG-01 5PEGIFIGATION5 FOR MASONRY STRUCTURES
1.2.4. NATIONAL DES16N SPEGIF16ATIONS (NDS) FOR HOOD CONSTRUCTION, 2005 EDITION, AND ALL
Ar�GOMPAN'i'ING SUPPLEMENTS.
1.2.5. FLYHOOD DE51C-N SPECIFICATIONS (AFA)
1.2.0. FLORIDA RESIDENTIAL CODE (FIRG), FLORIDA BUILDINe CODE (FBG), 200-7 EDITION,
(INGLUDINO 2.00q SUPPLEMENT)
1.5. SHOF DRAHINE�S :
1. 5. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIr::,N PLANS BY OTHERS
DURIN6 THE PREPARATION OF SHOP DRANING,75 HITHOUT HRITTEN APPROVAL FROM
THE ENC-ANEER OF RECORD.
3. 2. ALL SHOP DRANIN05 ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR To
THE COMMENGEMEN7 OF GONSTRUCTION.
3- 5. ALL ROOF AND FLOOR TRU55 SHOP PRAHIN65 ARE TO BE SiC7NED AND SEALED BY A
FLA. REG. PE. AND SHALL INCLUDE : DRAkIN65 AND GALCULATIONS, REACTIONS AND
BEARINO POINTS, BRAGIN6, REOUIREMENT5, AND CONNECTIONS TO
SUPPORTINO TRU55 MEMBERS.
1.4. (F7ENERAL BUILDINO NOTES
1.4. 1. OCCUPANCY GLASSIFIGATON RESIDENTIAL, OROUP R-5
1.4-2. BUILDING HE16,HT IN FEET 4 NUMBER OF STORIES < 60'-0", 2-5TORY
2. DESIGN LOADS
2. 1. DEAD LOADS
2.1. 1. UNIT HE16HT OF SOIL, GOMPAGTED 120 FGF
2. 1.2. UNIT NEI(5HT OF REINFORGED GONGRETE 150 PGF
2. 1-5. UNIT AEIOHT OF 0" C.M.U. BLOCK 55 PSF
2. 1.4. IST FLOORSUPERIMP05ED LOAD 20 P5F
2. 1. 5. UNIT HEIGHT OF 2x4 PARTITION HALLS 11 P5F
2. 1. b. UNIT HEIeHT OF 2x6 BEAPINO HALLS 12 PSF
2. 1. -7. BALCONIES 4 DEG<S 15 PSF
2. 1. E�. TILE ROOF
TOP CHORD 15 PSF
E30-FTOM CHORD 10 P5F
2. 1. q. SHINGLE ROOF
TOP GHORD -7 PSF
E30TTOM CHORD 10 P5F
2.1.10. FLOOR TRUSSES 15
2.2, LIVE LOADS :
2.2. 1. SIDEHALK AND DRIVENAY LOAD 250 PSF
2.2.2. 0ARA6E LOADS : 40 FSF
2.2.3. PARTITIONED ROOMS 40 PSF
2� 2. 4. BALCONY AND DECKS 60 PSF
2.2.5. STAIPHAY5 AND LANDINOS 40 PSF
.2.2.6.
2. 2.7. FLOOR TRUSS
TOP GHORD MINIMUM 40 P5F
2. 2. b. ROOF TRUSS
TOP GHORP MINIMUM z 20 FSF
E30TTOM CHORD (H/O STORACE) 10 PSF (NON-GONGURRENT)
2� RAILIN(5 LOADS :
2.3.1. ALL RAILING AND GUARD RAIL SYSTEMS ARE TO BE DESIGNED TO HJTHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILINO.
2. 3� 2. ALL RAILIN(---, AND 67UARD RAIL SYSTEMS ARE TO BE DE516NED TO NITHSTAND A
HORIZONTAL LOAD OF 50 PLIF ON THE OUARDRAIL AND A 51MULTANEOUS LOAD
OF 100 PLIF APPLIED VERTICALLY DOHNHARD AT THE TOP OF THE GUARDRAIL
2.3.5. C-UARDRAIL SYSTEM SHALL BE DESIC�NED TO HITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 50. FT. AT ANY POINT IN THE SYSTEM.
2.5.4. 2.5.1., 2.5.2 $ 2.5.5- ARE NOT REOUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRE55ES IN THE MEMBER COMPONENTS.
2.4. HIND LOADS :
2.4. 1. HIND DESION TO BE CONDUCTED IN ACCORDANCE HITH SECT. R501 OF THE FRG 200-7
EDITION (INGLUDINC�, 200cl SUPPLEMENT), AND GONDUGTED BASEI--> ON A 120 MPH, 5
SECOND GUST, EXPOSURE "G", IMPORTANCE FACTOR T' - 1-0- ENCLoef�[> BUILDING
2.4.2. NET UPLIFT DEAD LOADS - 10 P5F SHINGLE, 15 PSF TILE
2.4.3. HIND LOAD DETERMINATION BASED ON A5GE -7-05
2.5. DEFLECTIONS :
2.6.1. FLOOR TRU55ES SHALL LIMIT DEFLECTION TO 1/3(90 TIMES THE 5PAN FOR LIVE LOADS
AND 11240 TIMES THE SPAN FOR TOTAL LOAD.
5. DESIGN METHOD
5. 1. LOAD FACTOR DESI(5N
1. THE LOAD FACTOR DESIGN METHOD HAS USED TO DESIC-7N
GAST-IN-PLAGE CONCRETE 5LAE35 AND FOOTIN05
5.2. SERVICE LOAD DES1(5N :
5.2.1. THE SERVICE LOAD DESION METHOD HAS USED TO DESIGN
MA50NRY NALL5 AND LINTELS
INTERIOR AND EXTERIOR HOOD FRAMING AND SHEATHINO
STAIRS AND FLOOR FRAMINO
ROOF FRAMING, SHEATHINC� AND UPLIFT
5. :3. LOAD GOME31NATIONS FOR LRFE) DESIG7N5
3.3. 1. THE FOLLOHINO LOAD GOMF31NATIONS HERE DE51C�NED FOR
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR LL + HL
TOTAL DL + HL
3. 5. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RE51ST THE HORST LOAD
GOME31NATION RESULTING IN THE MAXIMUM STRE55ES PLAGED ON THAT COMPONENT.
E30TH PARTIAL, FULL, AND ALTERNATINC77 SPAN LOADIN67 ARE TO BE GONSIDERED.
5. 4. DE51 G�,N ASSUMPTIONS :
3.4.1.
ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED GOLUMNS AND HALLS UNLESS
SHONN OTHERNISE IN THE DESIGN PLANS.
4- MATERIALS
4. 1. RE1NFORG1N(--;,
STEEL
1.
REINFORCING STEEL SHALL BE ASTM A615-04o 6RADE 40, �'y = 40 <5i
4.1.2.
LAP SPLICE SHALL BE AS FOLLOV45: #5 BAR 25", #4 BAR 20", #5 BAR 15".
4. 1.3.
ALL DIMEN51ONS PERTAININ6 TO THE LOCATION OF REINFORGINO ARE TO THE
GENTERLINE OF EACH BAR EXCEPT NHERE THE GOVER DIMENSION 15 5HOHN TO THE
FACE OF THE CONCRETE.
4- 1-4-
REINFORGIN& DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
4-1.5.
REINFORGINC7 MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REOUIRED
YIELD STRENC�TH OF THE BAR AND ARE TO BE APPROVED BY THE EN61NEER OF
REGORD.
4. 1.6.
DES16N COVER REOUIREMENTS
C-I-P CONCRETE FORMED AGAINST EARTH 51,
G-I-P CONCRETE EXPOSED TO EXTERIOR 2`
G-I-P CONCRETE NOT EXPOSED �/2
OROUT FILLED MA50NRY : 3/4
4.1.-7.
HELDED HIRE FABRIC, (NNF): A5TM A1,55-01
4.1.15.
DETAIL REINFOR6EMENT IN A('�60RDANCE NITH AGI 515-LATEST EDITION.
4.2- CONCRETE
4.2.1.
GONGRETE TYPE
MIN. 28, DAY
DESIGN (f'c)
MODULES OF
ELASTICITY
DE51ON (E)
G-I-P CONCRETE (NORMAL HEICHT)
2,500 Psi
2,�550 <51
C-I-P CONCRETE (NORMAL NEICHT) HERNANDO CO. ONLY
5,000 Psi
3,122 K5i
G-I-P OROUT
5,000 Psi
5,122 K51
4.2.2.
CONCRETE SHALL CONSIST OF I" MAXIMUM AC50REOATE CONCRETE MIX HITH SLUMP
BETHEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
GRITERIA.
4.2.5.
C�ROUT SHALL GONS15T OF PEA ROG< MAXIMUM AC�ORESATE) CONCRETE MIX
HITH SLUMPBETHEEN �5" AND 10" AT TIME OF PLACEMENT. SEE 5PEGIFIGATIONS FOR
ADDITIONAL CRITERIA.
4.2.4.
GONSTRUGTION -JOINTS HILL BE PERMITTED
4.2.5.
METHOD OF CONCRETE FORMING, PLACEMENT AND GURIN6 SHALL BE CONDUCTED IN
ACCORDANCE HITH THE SPECIFIGATIONS AS STATED.
4. 2. ro.
EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR HALKHAY5 4 DRIVEHAYS)
5 112" MIN. THIGKNE55 H/ MIN. REINFORCEMENT OF 6.0 x 6.0 H/1.4 x 1.4 HHF
IN TOP 1-1/2" OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I-L-0- HHF @
CONTRACTORS DISCRETION.
4. 2.-7.
GONGRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE H/ ALL
AGI- MGF 2004 STANDARDS.
4.5. CONCRETE MASONRY' :
4.3. 1.
FILLED GELL5 H/ (1) #5 BAR SHALL BE LOGATED PER PLAN.
4.3.2.
LOAD BEARING, CONCRETE MASONRY BLOCK SHALL BE ASTIM GqO-01, TYPE 11
NON -MOISTURE GONTROLLED.
4.5.3.
ALL GELLS � GAVITIES BELOH 6RADE HILL BE FILLED H1 CONCRETE IN ALL
STEM HALLS.
4.3.4.
THE A0GRE0ATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI
MINIMUM.
4.3.5.
METHOD OF CONCRETE MA5ONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDUCTED IN AGCOROANGE HITH THE SPECIFICATIONS AS STATED.
4. 5. ro.
MORTAR SHALL BE TYPE "S" FOR ALL MA5ONR-T' CONSTRUCTION.
4- 3.-7-
MASONRY ROUC7H OFENIN& MAY VARY IN THE GROSS SECTION DIMENSION OR ELEVATION
DIMENSION SPECIFIED ON THE APPROVED PLANS FROM -1/4" TO +1/2" PER SECTION R606.13
4.4. STRUCTURAL
LUMBER :
4.4.1.1.
INTERIOR LOAD BEARINO HALLS 5PF, fb = 6-15 P51, E = 1200 K5i
ALL EXTERIOR FRAMiNO 5PF, Fb = fo-75 PSI, E = 1200 K51
4.4. 1.2.
ALL FRAME HALLS TO BE GON5TRUGTED U51NC7 SPF
STUD OUALITY OR BETTER
4.4.2.
ALL PLYHOOD USED FOR EXTERIOR APPLIGATION5
SHALL BE APA RATED SHEATHING EXP I U.N.O.
4.4.3.
ALL PLYHOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORINO AND
SHEAR HALLS SHALL BE ARA RATED SHEATHINO EXF I U.N.O.
4.4.4.
IF 05B E30ARD IS TO BE USED IN PLACE OF PLYHOOD 15 TO HAVE 51MILAR OR
GREATER SECTION PROPERTIES.
4.4.5.
ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD IN
GONTAGT HITH GONGRETE 15 TO RECEIVE A STANDARD C�RADE PRESSURE TREATINe.
4. 4. ro.
HHEN PRE ENOINEERED TRUSSES ARE GALLED FOR ON THE PLANS THE
MANUFACTURER 15 TO SUBMIT SHOP DRANIN05 TO THE ENOINEER OF RECORD.
4.4.-1.
DESIeN, FABRICATE AND ERECT HOOD TRUSSES IN AGGORDANGE V41TH THE "DESIC�N
SPEGIFIGATION FOR LIGHT METAL PLATE GONNEGTED HOOD TRUSSES" BY THE
AN51/TPI 1-02, BG51 I - 03
4. 4. �5.
UNTREATED HOOD SHALL NOT BE IN DIRECT CONTACT HITH CONCRETE. SEAT PLATES
SHALL 13E PROVIDED AT BEARINO LOCATIONS HITHOUT HOODEN TOP PLATES.
4. 4. ci.
ALL EXTERIOR FRAME HALLS SHALL BE STUGGO FINISH- -71b" STUCCO FINISH PER
A5TM G. cl2ro, APPLY 5 LAYERS H/ TOTAL THIGKNE55 -71E>" OVER METAL LATH. FIRST
2 LAYERS 5/,5" THICK EAGH. 5RD LAYER I/b" THICK
4.4.10.
INSTALLATION OF EXTERIOR LATHING 4 FRAMING SHALL COMPLY TO ASTM G 1063
PER FLORIDA RESIDENTIAL CODE R-703.6.2
4.4.11.
FIELD GUT ENDS, NOTGHES AND DRILLED HOLES OF PRESERVATIVELY TREATED
HOOD SHALL BE TREATED IN THE FIELD IN AGGORDANGE HITH AHPA M 4
4.5. FASTENERS AND TIE DONNS :
4.5.1.
FA5TENER5 AND TIE DOIqN5 SHALL CONSIST OF BUT ARE NOT LIMITED TO
SHAPES, ANC-LES, CHANNELS : A5TM A56156M 04 Fy = 56 K5I
ROUND METAL PIPE : A5TI-1 A55-02, GRADE B Fy = 35 K5i
SOUARE METAL TUE31NO ASTM A500-03ci, 5RADE B Fy = 40K5i
HIOH STRENOTH E30LTS ASTM A525-q4
MAGHINE E30LTS : 6ALVANIZED ASTM A50-1-03
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO : Fy = 35KsIHITH OGIO
OALVANIZED GOATINO IN ACCORDANCE HITH ASTM A525-5-7.
4. 5. 5.
NAILS SHALL CONSIST OF : COMMON HIRE NAILS HITH MINIMUM DIAMETER AS
FOLLONS : E5d = 0.151", IOGI = 12d = 0.14E5", rod = 0.162".
4.5.4.
ALL FASTENERS AND TIE OOHN5 EMBEDDED IN CONCRETE OF, USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI-GORRO51VE GOATINC7 BY MANUFACTURER
PRIOR TO INSTALLATION.
4.5.5.
ALL FASTENERS AND TIE DOHN5 ARE TO PROVIDE THE UPLIFT GAPAGITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6.
ALL FASTENER TIE DOHNS, BEAM HANOERS, JOIST HANOERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN AGGORDANGE HITH THE PLANS AND
SPEC, IFIGATI ONS.
4. 5. -T.
CONCRETE EMBEDDED _J'E3OLT5 USED FOR UPLIFT ARE To BE NET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPAGINO AND ALIONMENT ARE TO BE IN AGGORDANCE
NITH THE DESIGN PLANS, U.N.O. ALTERNATES TO ",J" BOLTS ARE NOTED ON PLANS.
4.5.5.
GONGRETE EMBEDDED TIE DOHN5 USED FOR TRUSS AND HALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORGINC7 PRIOR TO OR NHILE PLAGINO OROUT.
4. 6. MIGRO-LAM
LUMBER:
4.6. 1.
MIGRO-LAM STRESS ORADES SHALL PROVIDE THE FOLLONINO MINIMUM PROPERTIES:
E 2,000,000 PSI
Fb 2,q5O P51
Ft ,550 P51
Fc 500 PSI (PERPENDICULAR)
Fc, 2300 (PARALLEL)
4.7. STEEL:
Fv 205 PSI
4.7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, OUALIFIED
STEEL ERECTOR.
4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN AGGORDANGE V41TH A.I.S.G.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOP, BUILDIN65".
STRUCTURAL STEEL; ASTM AE36/36M 04
4.-1.4. STEEL TUBINO: ASTM A500-03ci, GRADE B.
4.-7.5. HELPED CONNECTIONS: E-70XX ELECTRODES, MINIMUM SIZE FILLET HELDS 5/16", AHS
GERTIFIED HELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REGUE5T.
4� -7� 6. HHERE STEEL BEAMS ARE CONTINUOUS OVER GOLUMNS, PROVIDE HEB STIFFENER
PLATES ON EACH SIDE OF THE HEB, OF A THICKNESS EOUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING'. ADEGUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACTOR UNTIL fwZE0UIRED GONNEGTIONS OR
ELEMENTS ARE IN PLACE.
WOR5T CA5E [)E5IGN PRE55URE TABLE
BUILE)ING [)ATA
WIND SPEED 120 MPH
WINE) IMPORTANCE FACTOR -- (ILU) = 1,0
WINE) EXPOSURE -- "C" (FRC R301)
INTERNAL FRE55URE COEFFICIENT= +/- O.Ia ENCL05ED BLDG)
C)E5163N WINE) FRE65URE,
(COMPONENT AN[) CLADD ING) WORST CASE (10 5F - END ZONE)
*1 ENE) ZONE 15 ONLY WITHIN 5'-0"
OF ALL EXTERIOR BUILDING CORNERS
WINDOWS AN[) DOOR5
120 MPH + 363 PeF 4,5�(o P5F (END)
4 36.3 PF/ -3e3 1`15F (INTERIOR) UN.C.
GARAGE DOOR5 (V = 120 MPP)
SINGLE 1�xl +21.6 P5F / -31.2 P5F
DOUBLE I(ox-I +26.4 P5F / -29�4 P5F
NOTE:
THESE FIRE55LIRE5 SUPERSEDE ANY AND ALL FRE55LIFRES
L15TED WITHIN TH15 CONSTRUCTION DOCUMENT.
4.,5. 50 1 L:
4. �5. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 FSF.
4. ��. 2. ALL SOIL 15 TO BE GLEAN � POISONED FOR TERMITES PER FBG 200-7, RESIDENTIAL SECTIONS
P320.1, R320.2, R520.3, 6 R-704.
TERMITE PROTECTION -
PLANS MUST SPECIF'r TYPE OF TERMITE TREATMENT
a Soil Chemical Barrier Method
III Other treatment - Must specify proposed method and submit documentotion, Nhich
substantiates the proposed method, is on approved termite, protection system or method.
IF GHEMIGAL SOIL TER:'MITE TREATMENT 15 USED
1. FBC, 105.11- "A permanent 519n vqhIch identifies the, termite treatment provider and need for
re -inspection and treatment contract renev4ol 51holl be provided. The. sign 5holl be, posted near the
Noter . heater or electric panel"
2. Gonclensote, and roof dovinepcut5 sholl di5chorge at leo5t '-0" ov4ciy from the, building 5de woII5.
3. Irriclotion/5prinklor 5 _M5 including all risers and 5proy heads 5holl not be Installed Hithin 1'-0" of
the building side, wollrtp
4. FE36 R-704- To provide for inspection for termite infe5totion, between "all covering and final earth
rade sholl not be less than (9 Inches. Exception: Point or decorative comentitioU5 finish less than
thick adhered directly to the foundation 4oll.
5. R520.1.1 If 5o!l treatment 15 used for 5ubterranoon termite prevention, the Initial chemical soil
treatment inside the foundation perimeter 5holl be done after cill excavation, bockfilling and
compaction is complete.
(b. R520.1.2 If soil treatment is u5ed for subterranean termite prevention, soil area disturbed after
initial chemical 5oll treatment shall be retreated I,.4ith a (-�Ihemiccil soil treatment, including 5pcce5
boxed or formed.
-7. R320.1.3 If soil treatment is used for subterranean termite prevention, space in concrete floors
boxed out or formed for the subsequent in5tollotion of plumbinci trop5, drains or any other purpose
shall be. created by using plastic or metol permanently placed Torms of 5uffirliont depth to eliminate
any planned soil clisturlociri<-�e after initial chemical soil -treatment-
5. R320.1.4 If soil treatment is used for subterranean termite prevention, chemically trecited 5oll 5holl
be, protected "Ith a minimum & mill vapor retarder to protect Gigoin5t rainfall dilution. If roinfoll
occurs before vapor retarder placement, retrocitment is required. Any Nork, includinq pJocoment of
reinforcing steel, done after chemical treatment until the concrete floor is poured, 5EGill be done in
such manner as to avoid penetrating or disturbing treated soil.
14. R320.1.5 If soil treatment 15 used for 5ubterranocin termite prevention, concrete overpour or mortar
accumulated along the, exterior foundation perimeter shall be, removed prior to exterior chemical soil
treatment, to enhoncp_ vertical penetration of the chemrcciI5.
10. R320.1.6 If soil treatment 15 used for subterranean termite prevention, chemical soil treatments shall
also be, applied under all exterior concrete or c1rode t,,jithin I foot (505 mm) of the prim�?ry structure
5ido"oII5. Also, a vertical chemical barrier 51holl-be cirplied promptly after construction 1 5 completed,
Including initial cindsGopinq and irrigotion/5prinkler ins collation. Any soil disturbed after the chemical
vertir-ol barrier is opplioa sholl be promptly retreated.
11 R320.1.77 IF a registered termiticide- formulated and registered cis a bait system 15 used for
5ubterronoon tormito prevention, 5e(�,tion5 R320.1.1through R310.1.6 do not dplply� however, a signed
contract assuring the, Installation, mainterion6o and monitoring of the baiting system for a minimum of 5
ears from the i55ue- of the Gortifir-ote of Occupancy 5holl 15o provided to the, building official prior
o the pouring of the slob, and the system must be installed prior to final building approval.
12. FBG R520.1 - All buildings ore required to hove pro-con5truction treatment.
13. R520.1 Termite Protection. Termite protection shall be, provided by roqi5torod tormiticide5, inc-lucl'
,IT
soil applied pesticides, boitincl systems and pesticides applied to wood, or other ap tho 5
proved me
of termite protection lobolocrfor use- as a preventative, treatment to nevi construction. See Section
202, Registered termitiGicle. Upon completion of the opplk�cition of the, termite, protective treatment,
a Certificate of Compliance sholl be issued to the building deportment bq the licensed pe5t control
company that contains the, Follov4ing 5totoment: "The building has received 0 complete treatment for
the prevention of subterranean termites. Treatment is in accordance with rules and IoN5 e5tobli5hod
by the, Florida Deportment of Agriculture and Consumer ServiGo5."
14. R320.2 Penetration. Protective, 51eeve5 around pIpIny penetrating concrete 51ob-on-grode, floors
sholl not be of collulo5e-contoininq materials. If soil reotment is used for subterranean termite,
protection, the, 51oove shall have. a maximum wall thickness of 0.010 inch. and be, sealed within the
51ab u5inu non-corro5ive clampincl device, to ollminotothe, annular 5poce bet"con the, pipe, and the
5 0eve. termicides shall be oppTied inside the sleeve.
15. R520,5 Clearing. Cells and cavities in mo5onrq units and air gaps between brick, stone or mo5onry
veneers and the, structure. 5holl be, c-looned of cill nonpre5ervotive treated or nonnoturolly durable
wood, or other collulo50-Gontoining material prior to concrete placement.
4. b .3. 501L IS TO BE COMPACTED TO c15% MODIFIED PROCTOR AS DEFINED BY
ASTM D 155-7-00
IT 15 THE CONTRACTORS RESFONSIE31LIT"r TO REVIEN ALL DRANINGS
BEFORE GON5TRUCTION BEOINS. DANSCO ENGINEERING LLC, 15
RESPONSIBLE FOR THE STRUCTURAL INTEGRIT)" OF THIS PROJECT
ONLY. ANY DISCREPANC,-T' BETNEEN FIELD CONDITIONS, OTHER
DESI GN PROFESSIONALS' SHOP DRANINOS, CONTRACTORSI BUILDING
METHODS, AND THESE SIGNED AND SEALED DRANINOS MUST BE
BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING LLG PRIOR
TO THE COMMENCEMENT OF CCNSTRUCTION.
AT7ENTION: CHEMICAL CHANC-E5 IN PRE55LRE TREATED HOODS
AS OF DECEM5ER. 515T, 2003, CHROMATED COPPER AR_5ENATE (OCA-C)
NIH NO LON6ER 5E PRODUCED FOR RE-51DENTIAL OR &ENERAL CONSUMM
USE. SEVERAL NEN FIRE55URE TREATED PqOOD ALTERNATIVES HAVE EEEN
CREATED TO REPLACE OCA-6. MANY OF THE NEN PRE55ME TREATED
kqOOD5 USE CHEMICALS THAT ARE WRRO51VE TO STEEL. IT 15 THE
CONTRACTORS RE5PON5151LITY TO VERIFY THE TYPE OF 1,400D TREATMENT
AND TO SELECT APPROPRIATE CONNECTORS THAT RE515T CORROSION.
FOR EXAMPLE, A00-0, ACO-D, OBA-A, OR CA-5 REOUIRE HOT -DIPPED
&ALVANIZED OR 5TAINLE55 STEEL FASTENERS. DOT SODIUM BORATE (SBX)
DOES NOT.
REOUIRED SAFETT' G.7LAZING IN HAZARDOUS LOCATIONS
(RE: FRG R50b.4)
R305.3 HUMAN IMPACT LOADS. INDIVIDUAL OLAZED AREAS INGLUDIN6 OLA55 MIRRORS IN HAZARDOUS
LOCATIONS SUGH AS THOSE INDIGATED AS DEFINED IN SECTION R30�3.4 SHALL PASS THE TEST REGUIREMENTS
OF GPSG 16 GFIR, PART 1201 GRITERIA FOR GATEOORT' I OR GATEG7ORY 11 AS INDICATED IN TABLE R30�53
EXCEPTIONS:
1. POLISHED HIRED C-LA55 FOR USE IN FIRE DOORS AND OTHER FIRE RE515TANT LOCATIONS SHALL
COMPANY HITH ANSI ZcM.i
2. LOUVERED HINDOV45 AND -JALOUSIE5 SHALL COMPANY HITH 5EGTION R30b.2
R50�5.4 HAZARDOUS LOCATIONS.
THE FOLLOHIN& SHALL BE GON51DERED 5PEGIFIC, HAZARDOUS LOCATIONS FOR THE PURPOSE OF
OLAZINO:
OLAZINe IN SHINOINO DOORS EXCEPT JALOUSIES
2. OLAZINC7 IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDINO
AND E31FOLD GLOSET DOOR ASSEMBLIES.
5. OLAZINO IN STORM DOORS.
4. OLAZINO IN ALL UNFRAMED SHINC�INO DOORS.
5. OLAZINO IN DOORS AND ENGL05URF-5 FOP, HOT TUBS, HHIRLPOOL5, SAUNAS, STEAM ROOMS,
BATHTUBS, AND 5HOHER5. GLAZINO IN ANY PART OF A BUILDINO HALL ENCLOSING THESE
GOMFARTMENTS HHERE THE E30TTOM EXPOSED EDOE OF THE OLAZINO 15 LESS THAN 60 INGHES
(1524MM) MEASURED VERTICALLY AE30VE ANY 5TANDIN6 OR HALKIN5 SURFACE.
rb. OLADNO, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJAGENT TO A DOOR HHERE THE
NEAREST VERTICAL EDOE 15 HITHIN A 24-INCH(61OMM) ARG OF THE DOOR IN A CL05ED F051TION
AND HH05E E30TTOM EDOE 15 LESS THAN 60 INCHES (1524MM) AE30VE THE FLOOR OR NALKIN&
5URFAGE.
-7. OLAZIN6 IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN TH05E LOCATIONS
DESCRIBED IN ITEMS 5 AND & ABOVE, THAT MEETS ALL OF THE FOLLONINO CONDITIONS:
-7.1 EXPOSED AREA OF AN INDIVIDUAL PANE OREATER THAN cl 5OUARE FEET (O.a36 M2).
-7.2 E30TTOM EDC�E LE55 THAN 0 INGHES (45-1 MM) ABOVE THE FLOOR.
-7.5 TOP EDGE GREATER THAN 56 INCHES (c114 MM) AE30VE THE FLOOR.
-7.4 ONE OR MORE HALKINO SURFACES HITHIN 3b INGHES (G114 MM) HORIZONTALLY OF THE
OLAZINO.
5. ALL &LAZING IN RAILINC-5 REOARDLE55 OF AN AREA OR HEIOHT ABOVE HALKIN6 SURFACE.
INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUGTURAL IN FILL-PANEL5.
cf. C-LAZINC, IN HALLS AND FENCES ENGL05INe INDOOR AND OUTDOOR 5HIMMINO POOLS, HOT TUE35
AND SPAS HHERE THE BOTTOM ED6E OF THE eLAZINO 15 LESS THAN 60 INCHES (1524 MM) ABOVE A
HALKINO SURFACE AND �,qITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE HATER'S EDISE. THIS
SHALL APPLY TO 51NOLE OLAZINO AND ALL PANES IN MULTIPLE eLAZINO.
10. GLAZING ADJACENT TO STAIRHA'rS, LANDINGS, AND RAMPS HITHIN 56 INCHES (q14 MM)
HORIZONTALLY OF A HALKINO SURFACE HHEN THE EXPOSED SURFACE OF THE OLA55 15 LESS THAN
60 INGHE5 (1524 MM) AE30VE THE PLANE OF THE ADJACENT HALKINO SURFACE-
11. OLAZINO AD-JAGENT TO 5TAIRI,�AYS HITHIN 00 INGHE5 (1524 MM) HORIZONTALLY OF THE E30TTOM
TREAD OF A 5TAIRHAY IN ANY DIRECTION II THE EXPOSED SURFACE OF THE 6LA55 15 LESS
THAN (50 INCHES (1524 MM) AE30VE THE N05E OF THE TREAD.
EXCEPTION: THE FOLLOHINO FRODUCT5, MATERIALS AND USES ARE EXEMPT FROM THE AE30VE HAZARDOUS
LOCATIONS:
1. OPENINCS IN DOORS THROUOH HHIGH A 3-INCH(-76 MM1) SPHERE 15 UNABLE TO PASS.
2. DEGOIRATIVE C51LASS IN ITEMS 1, (b OR -7.
5. OLAZINIS, IN SECTION R30b.4, ITEM ro, HHEN THERE 15 AN INTERVENINO HALL OR OTHER PERMANENT
BARRIER BETHEEN THE DOOR AND THE GLAZING.
4. OLAZINO IN SECTION R -30e.4, ITEM (9, IN HALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A
GLO5ED POSITION OR HHERE AGGE55 THROUOH THE DOOR 15 TO A CLO5ET OR 5TORAOE AREA 3
FEET (q14 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY HITH
SEGTION R30a.4, ITEM -7.
5. aLAZINO IN SECTION R505.4, ITEMS -7 AND 10, HHEN A PROTEGTIVE BAR 15 INSTALLED ON THESE
ACCESSIBLE SIDE(S) OF THE OLAZINO 56 INGHES ± 2 INCHES (q14 ± MM 51 MM) AE30VE THE FLOOR.
THE BAR SHALL BE CAPABLE OF V41THSTANDINO A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR
FOOT KG,1M) HITHOUT CONTACTING THE CLASS AND BE A MINIMUM OF I Y2 INCHES (5b MM) IN
HEIGHT.
ro. OUTE30ARD PANES IN INSULATING (5LA55 UNITS AND OTHER MULTIPLE &LAZED PANELS IN 5ECITION
R505.4, ITEM -7, HHEN THE E30TTOM EDGE OF THE OLASS 15 25 FEET (-7620 MM) OR MORE ABOVE
ORADE, A ROOF, HALKING SURFACES, OR OTHER HORIZONTAL [HITHIN 45 DEGREES (0,7ci RAD) OF
HORIZONTAL] SURFACE ADJAGENT TO THE C7LA55 EXTERIOR.
-7. LOUVERED V41NDOHS AND -JALOU51ES GOMPLYINC-7 I/,IITH THE REGUIREMENT5 OF 5ECITION
R30��.2.
,�5. MIRRORS AND OTHER OLA55 PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A
CONTINUOUS BACKIN& SUPPORT.
ci. SAFETY OLAZIN& IN SECTION R50a.4, ITEMS 10 AND 11 15 NOT REOUIRED HHERE:
01.1 THE SIDE OF STAIRNAY, LANDINO OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDINO
BALUSTERS OF, IN -FILL PANELS, GOMFLYINO V41 TH THE PREVISIONS OF SECTION 1012 AND
1&0-7.7 OF THE FLORIDA BUILDING, GODE, E3UILDINC7; AND
ci.2 THE PLANE OF THE OLA55 15 GREATER THEN lb INCHES (45-7 MM) FROM THE RAILING.
GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC / FBC
A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMUL51ON TO DRY
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
6) ADHERE EXPANSION STRIPS TO JAM55AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO 5ILL.
C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/&` PLUS OR MINU5
1/0". ALL MORTAR JOINT5 MUST BE FULL AND NOT FURROWED. ALL MORTAR 5PALL BE
TYPE `5' OR "N'. STEEL TOOLS MUST NOT E3E USED TO TAP5LOCK5 INTO POSITION. (PLACE
A RUBBER CRUTCH TIP ON ENE) OF TROWEL TO TAF` BLOCK INTO POSITION.) DO NOT
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT, FOR SOLID GLASS
BLOCK IT MAY BE NECESSARY TO USE WEDGE5 IN THE MORTAR JOINTS OF THE LOWER
GOUR5E6 TO PREVENT THE MORTAR FROM BEING '6QUEEZED" OUT.
E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINT5
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
5PALL APPLY TO PANEL ANCHORS WHEN USED AT JAM56AND HEADS IN LIEU OF CHANNEL
OR CHASE 5URROUNE)5-) RUN REINFORCING CONTINUOUSLY FROM ENID To ENE) OF PANELS.
LAF1 REINFORCING NOT LE66 THAN (o INCHES WHENEVER IT 15 NECESSARY TO USE MORE
THAN ONE LENGTH. DO NOT BRIDGE EXPAN61ON JOINT5 WITH REINFORCING- INSTALL
REINFORCING A5 FOLLOWS -
PLACE LOWER HALF OF MORTAR IN BEE) JOINT. DO NOT FURROW.
FIRE55 PANEL REINFORCING INTO PLACE.
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
SMOOTH. Do No FURROW.
F) PLACE FULL MORTAR BED FOR JOINT& NOT REQUIRING PANEL REINFORCING - DO NOT
FURROW. MAINTAIN UNIFORM JOINT WIDTH-
G) SET SUCCEEDING COURSE OF 5LOcK5_ SPACE AT HEAD OF PANEL AND JAM55 MUST
REMAIN FREE OF MORTAR.
H) STRIKE JOINT5 SMOOTH WHILE MORTAR 15 STILL PL,45TIC AND BEFORE FINAL SET. AT TH16
TIME RAKE OUT ALL SPACES REQUIRING 5E4LANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS 5LOCK5 AND WIFE DRY.
TOOL JOINT5 5MOOTPAND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGE& FROM LOWER COURSES OF5OLID BLOCKS AND POINT THE vOID5 WITH MORTAR)
1) AFTER FINAL MORTAR SET (APPROX, 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
GLASS BLOCK PANEL AND JAMBAND PEAD CONSTRUCTION. LEAVE SPACE FOR SEALIN(
J) AF)f=LT SEALANT EVENLY TO THE FULL DEPTH OF RECE55E5 IN ACCORDANCE WITH THE
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS,
K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
FOR WIND 6PEEDS UP TO 110 MFP*, PER PITT55URG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS 5LOC<
20 !2a, FANEL
ANC�40fR ---\
S !@a- FANEL
REINFORCING;
(EVEfP-'T-
OTHEIR
C00R5E)
1`1 \- 5E,4L,4NT
GLA55 5LC)C< DETAIL
EXPANSION STRIP
114" EXPANSION
E30LT (2 f=EfR
ANCHOFR)
EXF`,4N5ION STRIP
ro" t11N, L,4f= 5F=LIGE
UJ/ fREINFCfPG1NG
f=ANEL
NOTE-
5EE GLA&S 5LOC;<
N&TALLATION NOTE5.
*010 mph FASTEST WINE) = 130 mph, 3 5EC, GU5T, FRG TABLE R3012,13)
�(110 mph F,45TEST WIND = 130 m�h, 3 5EC- GU5T. F5C TABLE 160616-1)
DDANSCO
E
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Flo6do 33572
Phone: 813.645.0166
Fax: 813.645.9698
www.danscoenginee6ng.com
CA 25948
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10 THE BEST OF THE ENGINEERS KNOWLEDGE AND
BELIEF, THE STRUCTURAL PLAINS AND SPECIFICATIONS
COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING
CODE (INCLUDING 2009 SUPPLEMENT), SECTION
R301 FOR 12D MPH, 3 SEC. GUST, B(POSURE "C"
ENCLOSED (INTERNAL PRESSURE COEFFICIENT= ±0381
WINDZONE.
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTICN
OF THIS DRAWNGONLY.
02009 LENNAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM LENNAR CORPORATION.
02D09-THESE DRAWINGS AND DESIGNS ARE THE JOINT
PROPERTY OF DANSCO ENGINEERING, ILLC AND THE
CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE
DESCRIPTION
02.02.09
1.0 2007 FBC UPDATES
VERSION NO. 1.00 / 02.02.09
F-1 SAMUEL A. GREENBERG,
P.E. #34245
THUY H. HUYNH,
P.E. #60122
E] IRWIN J. BENSON,
P.E. #49758
ENGINEER SEAL:
SHEET TITLE:
STRUCTURAL NOTES
SHEET INFORMATION:
JOB NO.: 290127
DATE ISSUED: 02.02.09
DRAWN BY: DZ
REVIEWED BY: TH/AS
SN
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CONVENTION,4L FR4111NC SPAN T,45LE
MEMBER 51ZE AND SPACING
MAXIMUM LENGTP
MEMBER GONNECTIONS*
2" X 4" 16" O.C-
7'-5"
(2) 16d TOENAILS
2" X 6" 10" O.G.
10'-S"
(2) I6d TOENAILS
2" X 8" 16" O.C.
13'-13"
(3) I6d TOENAILS
2" X 10" 16" O.C.
16'-5"
(1) U5P HTW20 OR (3) I6d TOENAILS
2" X 12" a 16" O.C,
19'-3"
(1) USP PTUJ20 OR (4) I6d TOENAILS
2" X 4" 24" O.C.
614
(2) I6d TOENAILS
2" X 6" 24" O.C.
S'-6"
(2) I6d TOENAILS
2" X S" 24" O.G.
11'-0"
(2) I6d TOENAILS
2" X 10" 24" O-C.
13'-0"
(3) 16d TOENAILS
2" X 12" e 24" O.G.
15'-4"
(1) USP PTLU20 OR (3) I6d TOENAILS
TOENAIL CONNECTIONS DESIGNED FOR SPEAR ONLY (Le, RAFTER TO RIDGEBEAM).
SOUTHERN YELLOW PINE, 55 PSF LOADING
UPLIFT CONNECTION CROSS-REFERENCE
U5P STRUCTURAL CONNECTORS
51MII STRONG -TIE
CONNECTOR
UPLIFT
CAPACITY
LATERAL
CAPACITY
FASTENERS
CONNECTOR
UPLIFT
CAPACITY
LATERAL
CAPACITY
FASTENERS
MASONRY APPLICATIONS
MASONRY APPLICATIONS
HTAI6
1500
590
_
13-106 x 1 1/2'
METAI6
1450
335
7-10d x 1 1/2'
HTA20
1500
590
13-10d x 1 1/2'
META20
1450
335
7-10d x 1 1/2'
HTTl6
4290,
IS-I6d
HT716
3955'
-
10-I6d x 2 112'
HTT22
5370,
--
32-I6d
HTT22
4165,
32-IOd
LUGT2
1050
__
16-IOd 5-1/4'x3,
lUed e bolts
LGT2
2150
__
16-I6d Sinkers d 7-
1/4'x2 1/4' Titer
LST19
1390,
-
8-10d
L719
1350,
--
8-I66 Sinkers
LTT131
2650,
--
18-106 x 1 1/2'
LTT131
2310°
-
IS-10d x 1 1/2"
FRAME APPLICATIONS
FRAME APPLICATIONS
RT7
585
110
10-8d x 1 1/2"
H2.5
415
150
10-8d x 1 1/2'
RTI6
1030
645
16-Sd x 1 1/2"
HI0
995
285
16-5d x 1 112'
RTI6-2
1030
390
16-Sd x 1 1/2'
HIO-2
760
395
12-10d
5PT22
115
260
8-IOd
SPl
585
-
IO-IOd
SPT24
1015
260
12-10d
SP2
1065
-
12-10d
5PT4
885
--
6-10d x 1 1/2"
5P4
885
-
6-10d x 1 1/2'
5PTH4
1730
--
12-10d x 1 1/2"
5PH4
1360
--
12-10d x 1 1/2'
MUGTI5
_
3965
-
22-10d
MGT
3965
-
22-10d
LUGT2
2260
-
32-10d
LGT2
2050
--
30-16d Sinkers
HTW20
1530
95
20-10d
HT520
1450
--
20-10d
M5TA18
1215
--
14-10d
L5TA18
1165
-
14-10d
M5TA24
1305
--
18-10d
LSTA24
1235
-
I0-10d
M5TA3O
1635
--
22-10d
L5TA30
1640
-
22-10d
MSTA36
1635
-
22-I0d
LSTA36
1640
-
24-10d
HUNG APPLICATIONS
HUNG APPLICATIONS
HU626
925
20-I6d
HU526
1550
-
20-I6d
THDH26-2
2605
--
30-1601
HGU526-2
2325
--
28-I6d
HU628
2510
-
30-16d
HU525
2000
--
30-1(Od
THDH210-2
3970
-
58-I6d
HGU525-2
3220
-
48-I6d
CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CMU
NOTES
I) CONNECTOR CAPACITIES ARE FOR SYP, REFER TO MANUFACTURERS FOR ADDITIONAL
INFORMATION
2) DO NOT DRIVE NAILS THROUGH THE TRU55 PLATE ON THE OPPOSITE SIDE OF THE TRU55, WHICH
COULD FORCE THE PLATE OFF THE TRU55.
"J" BOLTS REPLACEMENT CHART
TEE FOLLOWING 'J' BOLTS CAN BE REPLACED WITHTHE CORRESPONDING
BOLTS, THE REVERSE IS NOT APPLICABLE. FOR FRAME TO SLAB APPLICATION ONLY.
NOTE: EXPANSION BOLTS NOT RECOMMENDED 6 GONG. STEP
'J' SOLTfi
EXPANSION BOLTS
% x &°
5ig"0 x h" MIN.
5/6'm X lm'
5/g"0 X 10' MIN,
ROOF DIAPHRAGM NA I L L NC
� RIDGE LINE �
IS/32" GDX
Q PLYWOOD OR
� i/16" 05E3
IDLE LINE
120 MPH 3 SECOND GUST EXPOSURE "G" WIND ZONE 120 MPH 3 SECOND OUST EXPOSURE "G" WIND ZONE
8d RING SHANK NAILS @ 6" O.G. & 8d RING SHANK NAILS @ 6" O.G. EDGES �
+ + + 4" O.G. @ CABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.G. INTERMEDIATE
+ + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER
RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER
16 TO 20 RINCS PER INCH 16 TO 20 RINCS PER INCH
0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HERD DIAMETER
2 INCH NAIL LENGTH 2 INCH NAIL LENGTH
NOTE:
I) SEE STRUCTURAL NOTES FOR SHEATHING SPEGIFIGATIONS AND WIND SPEED.
2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER.
3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR
BETTER. IF ROOF FRAMING CONSISTS OF A L1=55ER GRADE OF LUMBER, CONTRACTOR MUST CONTACT DANSGO
ENGINEERING, LLG FOR ALTERNATE FOR NAfLINC PATTERN.
6'-0"
+
+
+
+
+
+ +
+ +
+ + + +
+
I
MAINTAIN BOTTOM OF
�� \
WEEP SCREED
CEMENT PLASTER
I I/2' TO 2' ABOVE
IN ACCORDANCE
ROOF SHEATHING
WITH A5TMC926
OVER WOOD 2ND
FLOOR
NOTE
TH,4T THE
Tl'VEK
4ND
METAL
L4Tb
MUST GO
OVER THE
TOP 01=
THE WEEP
SCREED
CEMENT PLASTER
OVER BLOCK 15T
FLOOR
USP
MUC
%' CEMENT PLASTER
IN ACCORDANCE WITH
A
A5TMG926
-
5N1
FELT BACKED METAL
LATHE IN ACCORDANCE
=J/8
WITH ASTMCIm63
°°
THRU
°
BOLT
TYVEK
SHEATHING
METAL
FLASHING
3�/2" UNPERFORATED
-Ye'
US
\ FLANGE WEEP
SCREED /
M�
CEMENT/ KEEP TOP EDGE
PLASTER FINISµ OF WEEP SCREED
WLCUM 2" ABOVE TOP OF
GAINC BLOCK
BOTTOM
JOINT ONLY
�
ALL INSIDE AND
OUTSIDE CORDER
WILL NEED TO BE
MITER CUT. ALL
JOINTS NEED TO BE
CAULKED USING
WLCUM CAULK
'CEMENT
PLASTER F
FINISP FLOOR
UJEEF 5C�REEID DETAL
PERFORATED
FLANGE Yz' WEEP SLAB
SCREED
INSTALL BOTTOM
EDGE OF WEEP
SCREED I' BELOW
MIN. EMBEDMENT
SCHEDULE FOR
E AND QUANTITY
OF FASTENERS
TYPICAL �4TA 20-18 / a-ITA 20
INSTALLATION
B
(OPT.)
TYPICAL MTUJ INSTALLATION
Lc
SE
R TRU55TOP PLATE
.U.G
T�1= 'F1GAU5f= 1�IUGT15 TO
5UILT=Uf= COLUI�IN DETAIL
+-4TA 20-18 / a-ITA 20
INSTALLATION 6 MID SPAN
NOTE:
JPLIFT VALUE
IS BASED ON
Q.P.F.
J5P RTI6 USING
6-8d xl I/2" NAILS
JPLIFT = 1030#
T',
/rnI/I- A I tMT1/_ IkIr_� AI I Ai1/-1k1
�'FICAL I=IU5 INSTALLATION
LISP SPT24 AT
EACH JOINT TYP.Cr
-P
L ¢
z c,,,
Q =o
= o
w
GALV. METAL
o
FLASHING
N
I o
N =
�73
\
CRICKET
SECTION ',4-A'
`�
RE-FAB CHIMNEY CAP
LASHING
2"x4" BLOCKING (SEE MANUF.
SPECS. FOR MINIMUM DISTANCE)
XTERIOR FINISH
PRE-FAB CHIMNEY
LOCKING @ MID POINT
WHEN CHIMNEY EXCEEDS 6'-0"
IN HEIGHT
1/2" SHEATHING OR O.S.B.
2nx4" STUDS @ 16" O.C. MAX.
V. MTL. FLASHING
SS TOP CHORD
P HTW20 @ EA. CORNER
OUBLE 2"x4" BLOCKING
w/ 1/2" PLYWOOD FLITCH
SCALE: 3/4"=1'-0"
ATTACH BLOCKING
TO TRUSSES w/ USP SLOPE SP HTW20 @ EA. CORNER
MP-34 ANGLE TYPICAL -
RE -ENGINEERED WOOD TRUSSES
CRICKET
E-FAB CHIMNEY ASSEMBLY
F-11
16" O.C. MAX.
12"x4" BLOCKING w/
2" PLYWOOD FLITCH TYP.
T'T'PICAL CH(MNE'�' PLAN
SCALE: 3 4' =1'-0"
STD. q0 ° BOND BEAM
FILL DELL HOOK
Ill
V GONT. #5
d STD. C'100
G01NT. #B } HOOK BAR
BAR
#5 CONT.
FROM
FOUNDATION
TO HIGHEST
13 ND BEAM
::1
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SCALE: N.T.S.
DANSCO
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SCALE: N.T.S.
DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Florida 33572
Phone: 813.645.0166
Fax: 813.645.9698
www.donscoengineedng.com
CA 25948
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Y2` HIGH 57REN67H CD---1
GYP. BOARD OR 5/&" WALL
BOARD (OR 5/a" r;;�'F_
7',rFE "X" o GARAGE W/4
HABITABLE ROOM
ABOVE) W/DRYWALL
5CREW5 e T O,C_ CEILING
a" Of. WALL5
DR
R30 MIN. BATT OR
BLOWN INSULATION
Ix2 F_T_ i-40fRIZONT,4d/
NAI L E F�
5TD. 900 HOOK (6EE-J
DETAIL)
R4,1 MIN. INSULATION ON
EXT.. BLOCK W,4LL5
14 FT WE) PURRING e 24" O.C,
1/2" GYPSUM WALLBOARD U.N,O.
(1) LA�'ER UNDERLA"ENT FOR ROOF PITCH >4�12 $
(2) LAYERS UNDERLAYMENT FOR ROOF PITC14 <4:12,
-PRE ENGINEERED WOOD TRU55 'a 24' O.C_ UND-
HURRICANE ANCHOR ,D EACH TfRU55
F(5=-:E UPLIFT 5CHED.) W/ METAL PL.
UNDER EA. TRU55
MOISTURE 5ARF�IER
[;:�ROOF COVEfRING
7/1(o" 0.55, MIN. SEE ROOF NAILING
SCHEDULE ON 6HT. 6NI
ELEV_ VARIE5
r — #�
ELEV. VII\RlEc-
I" x 2" FURRING
x 6 " ROUGH SAHN CEDAR
12 " U.N.O. 2x4 SPRUCE SUB FASCIA
12" ALUMINUM
lx2 P.T. NAILER VENTILATED SOFFIT
ALTEfRN,4TE F,4&C,1,4
CONTINUOUS TO FOOTER BELOW W- �400K DETAIL
f K.0- 5LOCK
IDRIF EDGE
LALUt-11NUM F,45GIA
12" UN.0_--'-0\\\� 2x4 SUS F,45CIA
ALUMINU�l
VENTILATED SOFFIT
0"x(5"X1(o" KNOCK -OUT
BLOCK W/ 105 CONT.
FILLED 5OL11D W/GROUT
20' MIN. L,4f=
0" G11111J_ 7Yf=IC,4L 6EE LAI= 61=LICE DETAIL T
#5 OR #4 REINFORGIN6 BAR
TYFE "S" 1`10�RT,4F, I
ARCHITECTURAL
FIN15H
(1) 05 VERT_ IN FILL CELL5
(SEE FOUNDATION PLAN
FOR LOCATIONS)
Ix4 F1_T_ BASE NAILER 4`x4" INSPECTION
FORT AT EACH
3 1/4" 54SE50ARD- FILLED CELL TYPICAL
2500 F&I CONCRETE MIN_ 2500 P51 CONC. 6LAB
(MIN 3000 1-51 CONC. 5LAB
SLAB W/ Ox&
WI.4 x WI.4 WWF OR FOR HERNANDO GO- ONLY)
ON,
— t Lu
(y_ 'w
(o MIL VAPOR >
5ARFIER
D
CLEAN POISONED AN
COMF, &OIL (CCMPAC
TO (�5% MODIFIED
FROCTOR A5TM DI557))
/3'i'51N.
(2) #5 RE5,41R CONT. ON \_!5TID. 1�0* HOOK
3' CHAIR6 TYP. U-N.0- (SEE DETAIL)
TYPICAL WALL 5ECTION rA
6CALE. N.T,5.
//-(1)ROW2x5LOCK1NG @MID
HGT. FOR WALL HGT. !� 5'4"�
(2) ROW6 2x BLOCKING 6 3rd
PT5 FOR WALL HGT, > 6- e, ".
1/2" GYP_ W5 (MIN.) 1@ GARAGE SIDE
IF APPLICABLE-
X
X
25" MIN- L,4f=
R I _T1b X
T �1 X
.Ixx\ XX I� Q 11 /AAA AAA\ AA11 A— X
'-#5 REINFORGINC, BAR -#5 REINFORCING
05 LAF 5f=L ICE BAR
3ro" MIN. L,4f= S 6TD. '300 HOC<
............. \"/ .... .. x
'*_�#b REINFORGIN6 BAR
*(o LAP 6f='LIC:E
F,E5,4F, IDET,41L.5
SCALE: N.T.S.
2x
5.P.F.
STUDS
A
@ 16" O.G.
LOAD BEARING OR---
2x STUD
EXTERIOR �iALL
b" G.M.U.
I "x P.T. STUD
SEE GG/53 OR
CIA
#5 VERT. IN FILLED CELL
6/55 FOR ANCHOR
5A5" x 6" EXPAN51ON
BOLTINFO.
E30LT @ 24" O.G. VERT.
OR 5/b`x(b" "J" BOLTS
*U5P 5PT22 TYP.
P.T. PLATE
FIN15HED GRADE
MONO OF 5TEMNALL--�,
FOR GLARIT'�
; MONO SHOHN
FOOTINC
t>
*FOR HEARING HALL C
NOTE:
H/ UPLIFT ONL(
FRAME WALL TO C.M.U. WALL CONNECTICN� �D
2x FI.T. FILATE 1/4" � X 3 1/4" TAPCON& e 24" OIC 4 SEE TYF. HALL SECTION FOR 5GALE: 3/4"=I'-O" k
Nk�'z�
5 6" MAX FROM END OF 2 x PLATE ADDITIONAL SLAB INFORMATION. '53
(2) #5 CONT, ON 3" x & W1.4 x W1.4
CHAIRS (T�'PJ WWF OR FIBERME6H TrPiGAL C,.M.U. BLOCK HALL
-7 v
GALVANIZED METAL STOP
SECURED TO HALL TO RUN
CONTINUOUS AND LEVEL AT A
MINIMUM OF b" AE30VE 6RADE.
EST. GRADE
all A av �,ELEVATION 0'-0"-,,
TOP OF SLAB c� -
<
\N,\
TYPICAL INTERIOR 5EARING
WALL W/OUT UPLIFT
SEE T"(P. HALL. SEC�TION FOP, SCALE� 3/4 1'- 0 -IN15�4 TEXTURE 5REAK
F
ADDITIONAL SLAB INFORMATION. SEE TYF. HALL SECTION FOR SCALE: N.T.S.
ADDITIONAL INFORMATION.
EXPAN51ON JOINT FORMED USING
1/2" EXPANSION JOINT MATERIAL 3/4" REGESS FOR
THICrEN SLAB EDGE BETHEEN - -
5/4" RELESS FOR
x b NIA x
H1.4
DOOR FRAMES AS SHOHN
SEE A/55 FOP,
5.5.D. (U�N.O�)
HHF OR FIBERME5H
rb
FIN15HED CONCRETE LANAI TO
REINF. INFO.
[
RECEIVE BROOM FINISH U.N.O.
X\
<
4. 4
SEE A/�O FOR-Z
REINF. INFO.
4
(1) #5 GONT.
1"-4" (I-STOR'T)
SEE A155 OR -1156
Of='T ION *11
1'- 0 "
FOR REINF. INFO.
all
SEE TYP.
NALL SECTION FOR
ADDITIONAL
SLAB INFORMATION.
Of=T I ON *12
,5L,45 &TEf= 4
fREGE55
a 5-G.Dl m
SEE T'�'P. THICKENED SLAB EDG7E DETAIL
5GALE:
5/4"=1'-O" '\\
ON SHEET 55 FOR OUTER EDOE OF LANAI
�3
5GALE; 3/4"=I'-O"
NOTE -
SEE 5ECTION C/53 FOR
ADDITIONAL INFORMATION
U5P 5PT22 CONNECTOR
2x P.T. PLATE
SPACE ANCHOR BOLT
(o" MAX FROM END OF
2' x PLATE
X/
(2) $5 CONT.-'
ON 3" G144IR6
(TYR) all 11-411
(1) ROW 2x BLOCKING 'a MID
HIST. FOR WALL HGT. !� 0'-&".
(2) ROW5 2x BLOCKING 6 3rd
PT5 FOR WALL HIST, > 5'- ro ".
1/2 " GYP. W5 (MIN.) 0 GARAGE
SIDE IF APPIL I CABLE-
EXFDAN51ON BOLT Q 24" O/C
W/ 5" EMBEDMENT (MIN. 5HEAR
3500� MIN. TENSION 2(oOO#)
(o x (o WI,4 x WI.4
UWF OR FIE3ERME5H
V, aL
Z/
a4
TYPICAL INTERIOR
5EARING WALL W1 UPLIFT
SCALE: 3/4"=I'-0`
6 x (b HIA x N1.4
HHF OR FIBERMESH
-00 #5 CONT.
T*rf=IG,4L TkC<ENED 5L,45 EIDGE L
SEE TYP. HALL SECTION FOR SCALE: 3/4"=I'-O"
ADDITIONAL SLAB INFORMATION.
MA5ONR-T' HALL AND MASONR'� HALL AND
PAD FOOTING v-___-PAD FOOTING
LY MA50NRY HALL-----,,, EXTEND FILL CELLS
TO FOUNDATION PAD
GONT. FOOTINO STEEL- MAT REINFORCING.
ORAL)
LLI LLI L11
0 LLI _j
0 w
0o,
LL OOTIN6 w
BEYOND 0
PAD REINFORGEMENTJ\ 13�J-11N� CLEAIR,4NGE
(SEE SGHE1_->ULE) FOOTING WIDTH
5EE 5CHEF-)ULE
ff,4TIO COLUMN FTG. QET,41L N
SEE TYP. HALL SECTION FOR SCALE: N.T.5.
ADDITIONAL INFORMATION.
FIRE RESISTANT 065 1/1&" SHEATHING 4'
ON EA. 51DE OF WALL NOT 5TASGERED
2X4 LEDGER Q 40" OVER PARTY WALL
O/C MAX. 111(o" 0.55. 5PEATPING U.N.O.
VERTICALLLY NAILED 15 L5 ROOFING FELT (SHINGLES)
D
TO TRU55 LUE55 W/(2)
ad (TYP.) 2X4 BLOCKING *a 4&' O.C. MAX. W/ (2) I(od TOE
B
rFN,41LS,m EACH END $ GLUED TO ROOF
PRE ENGINEERED N.
SHEATHING 7
ROOF TIRU65 e 24"
, '�;AUL 2" CLG. RUNNE
O,C. MAX, FIRE CAULK-.,, �_ IR/
(2) LAYERS 1"x:
TYPE "X'GYf=
BETWEEN 2 " FI.
RUNNERS W1 2"
BETWEEN ADJ4
GYP, PANELS.
2' FLOOR RUNN
W/ 3116' D IA_ x
3/4" TAPCON5
1(01 O.C.
-R T T
R11 T
-ofE ART
F
7 ;
'4" PROPRIETARY
5 IIN E TEDI
RT
PANEL5 N5ERTED
�-BURN GLIP5,45
PER
$L5LG _
OOR $ CLG.
5PECIFICATION5
NAIL
,
STEEL 1,4 STUDS
LEDGER ONLY
6 EAC
tCENT PAIRS OF
R5 OF
'H` STUD
=R- -
Lm7
No
m
5TD. 130* POOK-,
(1) LAYER 1/2" HIGH
(SEE DETAIL)
GYP. W5' W/
OR DRYWALL 5CR
8" O.C. WALL5 4"
2 x 4 5YF*2 A2 LO�
(1) 05 VERT. IN FILL—
R5C CLIP W1 10d -w
CELL5 (SEE FILL
CELL PLAN FOR
LOCATIONS) _R
5IMP50N R5C e 36
NAIL5 INTO TRU55 5
I
NOTE&:
1) 6EPARATION WALL IN THE
ROOF 5Y5TEM PROVIDES
2-HR5 PROTECTION PER GA
,45WI000
2) MASONRY WALL
PROVIDES 2-HR5
PROTECTION PER UL-U905
FIRE WALL MFG-
ED INTO 2x4
:H, SIDE OF STEEL
2X4 BLOCKING 'a 40" O,C. MAX
W1 (2) I(od TOE NAIL5 ia EACH
ENID 4 GLUELD TO ROOF
5HEATHING
2X4 LEDGER 6 40" O/C MAX, -
VERTICALLLY NAILED TO
TRU65 WEE35 W/(2) ad (TYP.)
PRE ENGINEERED
ROOF TRU55 6 24"
O'C� MAX,
51MP5ON f;R5C a 36" O�C, W1 (o-]Odxl 1/2
NAIL6 INTO TRU55 50TTOM
CHORD/SCA5 4 (3)1/4"x2 3/4" TITEN
5CREW5 INTO M,45ONIRY.
2 x 4 5YF*2 4" LONG 5CAB 6 EACH-/
RBC CLIPW/ 10ol 'a 3* O.C,
STRENGTH OR 5/a" X 13/4' TAFCON5 '@ I(o' O.C.
:)RYWALL NAIL5
EW5 T O.C. CEILING, &TD. SO' HOOK (SEE DETAIL)-//
O�C- EDGES b"x,5'XI(o" CONC. KNOCKOUT 5LK, W1
G SCAB 6 E14CH 105 ROE) CONT, FILLED W1 GROUT
31 O.C.
'O.C. W1 (o-10dxl 1/2'
n1r1rnm
CI4ORD/5CA5 4 (3)1/4`4 3/4" TITEN
5CREW5 INTO MASONRY -
(TYPICAL ON BOTH FACES OF WALL)
,5`xa'X1(q' CONC. KNOCKOUT 5LK.
W/I ROD CONT FILLED W1 GROUT
(1) 05 VERT- IN FILL GELL6 (SEE
FOUNDATION PLAN FOR LOCATIONS)
(ox(o WI.4xWI_4 - L__4"x4" INSPECTION PORT AT
EACH FILLED CELL TYPICAL
WWF FIV,
X \X
(2)15 CONT. 5TD, 1j:00 HOOK
all I(01 all (SEE DETAIL)
ALT. FIRE WALL DETAIL AT COMMON WALL
SCALE- 3/4`=I'-0'
REFER TO A/e3 FOR
INFORMATION NOT SHOWN.
a`xa`xI(o' CONC, KNOCK OUT
BLOC< W1 (1) $5 ROE) CONT,
IN FILLED SOLID GROUT
4 S'-4" AFF.
,5"CONC. BLK_
TYPE '6` MORTAR
(1) *5 VERT. IN FILL CELLS
(SEE FOUNDATION PLAN
FOR LOCATIONS)
-4"x4' IN5PECTION FORTAT
EACH FILL CELL TYPICAL
ASSUMED FINISH GRADE
15
X�<
xl(o CONT� FOOTING W1
(2) #E> CONT. ON 3'CHAIR
DOU5LE GMU W,4L L 5ECTION
K"c
SCALE: 314`=I'-o` k 7-
-(2) LAYERS 1"44" PROPRIET,4R'
n,
TYPE 'X` GYP, PANELS
INSERTED BETWEEN 2" FLOOR
CLG. RUNNERS W1 2" STEEL H
5TUD5 BETWEEN ADJACENT
FAIR6 OF GYP. PANEL5.
2X4 BLOCKING W1 (2) IOd TOE
NAIL6 e EACH END
FIRE CAULK 15 L5 ROOFING FELT
(5HINGLE5)
2 CLG. 116" 0,55, SHEATHING U.N.O.
RUNNER
FIRE IRE516TANT 055 711ro'
SHEATHING 4' ON EA.51DE OF
WALL NOT STAGGERED OVER
PARTY WALL
MIN. GAP /A\
BURN CLIF16,46 PER FIRE WALL
MFG, SPECIFICATIONS NAILED
/)INTO TOP/50T. PLATE ONLY 'a
E, 4CH. 511DE OF STEEL "H" STUD
FIRE ENGINEERED ROOF TRU55
PERPENDICULAR TO WALL e 24"
O-C, MAX.
-2X4 BLOCKING W1 (2) IOd TOE NAIL5
'@ EACH ENE)
(1) LAYER 1/2" HIGH STRENGTH OR 5/a
DRYWALL SCREWS. 7" O.C.CEILING, a"
0,C. WALL5 4 4" OC, EDG:�E5
-MO15TURE BARRIER
U6F HTA20 e ENE) OF TRU65 W1 10-10d
x 1 1/2" NAILS INTO TRUSS 4 41'
EMBEDMENT INTO CONCRETE (NOTE:
INSTALL HTA20's PRIOR TO
INSTALLING THE fmROF'RIETARY
PANELS
(1) #5 VERT. IN FILL CELLS (SEE
FLOOR FLAN FOR LOCATIONS)
- (1) $5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN FOR LOCATIONS)
.4"x4" N5PECTION PORT AT
&x(o WI,4xW1_4 EACH FILLED CELL TYPICAL
WWF
-----------
(2) $5 CONT,----"
5TID. �OcHOOK
all (SEE DETAIL)
0
ALT. FIRE WALL IDETAIL AT COMMON WALL
5CALE: 3/4`=I'-O"
oo 112" 67"rP. BE).
P.T. 2x4
SOLE PLATE HOLD 6YP.BD.
112" FROM SLAB
CONT. BEAD SEALANT
<
2X 5TUD5 @ 24" O.G. U.ND.
4"
GONGRETE NAILS INTERIOP, 6ARAH
N �4" EMBEDMENT @ 12 O.G.
5 T A G, C5ERED, FROM E30TTOM 112 " 6rPSUM ��ALLBOARD U.N.O.
PLATE TO GONGRETE H/ DRYHALL SCRENS @ b"O.C.
(MIN. SHEAR IbO#, _—RII (MIN.) U.ND.
MIN. TENSION 120#)
GONT. BEAD SEALANT
CONCRETE 5LAB
6 X 6 HIA x HIA
NNF OR FIBERMESH
4
— — — — — — — — — —
(b MIL VAPOR
BARRIER
(1) #5 STEEL (CONT.)
ON CHAIRS
-INTEIRICIR W,4LL &L,45 &TEff NON-51RG. <
ADDITIONAL SLAB INFORMATION.
DDANSCO
1:
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Flodda 33572
Phone: 813.645.0166
Fax: 813.645.9698
www.donscoenginee6ng.com
CA 25948
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TO THE BESTOF THE ENGINEER'S KNOWLEDGEAND
BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS
COMPLY WITH 2OD7 FLORIDA RESIDENTIAL BUILDING
R301 FOR 121) MPH, 3 SEC. GUST, EXPOSURE "C"
ENCL03ED (INTERNAL PRESSURE COEFFICIENT
WIND ZONE.
THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OFTHIS DRAWINGONLY.
02D09 UENNAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM LENNAR CORPORATION.
02009-THESE DRAWINGS AND DESIGNS ARE THE JOINT
PROPERTY OF DANSCO ENGINEERING, UUC AND THE
CLIENT ON THIS PROJECT. ANY REPRODUCnON OR
UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE
DESCRIPTION
02.02.09
1.0 2007 FBC UPDATES
I
VERSION NO. 1.00 / 02.02.09
SAMUEL A. GREENBERG,
P.E. #34245
THUY H. HUYNH,
P.E. #60122
E] IRWIN J. BENSON,
P.E. #49758
ENGINEER SEAL:
(0
SHEET TITLE:
SECTIONS, DETAILS, NOTES
(MONO)
SHEET INFORMATION:
JOB NO.: 290127
DATE ISSUED: 02.02.09
DRAWN BY: DZ
REVIEWED BY: TH/AS
S3
LC
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'1111"
-WENT OR 2ND FLOOR PARTY ARTY
WALL WALL
PARTY
I/2" MINIMUM DEMENT FINISH TYPICAL G.M.U. WALL # 5 VERTICAL REBAR FROM
WALL
FND. TO K.O. BLOCK PARTY
STANDARD 3" DIA. TEE 3/4" FURRINO 5TRIPS PARTY ° FILLED SOLID W/ GROUT WALL
THREADED 3" DIA. EXTENSION WALL # 5 VERTICAL REBAR FROM 1/2 BLOCK # 5 VERTICAL REBAR FROM 1/2 BLOCK # 5 VERTICAL REBAR FROM
1/2" OYPSUM BOARD FND. TO K.O. BLOCK FND. TO K.O. BLOCK FND. TO K.O. BLOCK
SGREW OFF GAP (3" DIA.) W/ DRYWALL SGREW5 FRILLED SOLID W/ GROUT FILLED SOLID W/ GROUT
El ,,
FOR GLEAN -OUT @ 8" O.G. OR 4d UNIT ElFILLED SOLID W/ GROUT ❑ ❑
MIN. EXTENSION FROM EXTERIOR DRYWALL NAILS
FACE OF BLOCK WALL 15 1 1/2"
MAXIMUM EXTENFACE
FROM FACE ❑ ❑ ❑ E R ❑ R El ElEXTERIOR OF BI..OGK WALL
15 2 1/4" 1/2 BLOCK
❑ � � 1/2 BLOCK ❑ 1/2 BLOCK
TO DRAIN UNIT CONTINUE BLOCK PATTERN
1/2 BLOCK ® FILLED CELL STAGGER
❑ ALL VERTICAL JOINTS
WALL CLEAN -OUT ,4
5GALE: N.T5. CJ�"
15t COURSE El 2nd COURSE E2 3rol C0URSE63 4th GOURSE COURSE
SCALE: 3/4"-I'-0" S4 SCALE: 3/4"=P-0" CJ. SCALE: 3/4"-P-o" s SCALE: 3/4'-1'-0" SCALE: 3/4"-1'-0" j�-
REFER TO SION_ PACES FOR
INSTALLATION INFORMATION BY MANUFAGTURER.
TYPICAL SECTION T+-•I•fiRU WINDOW
BLOCK COUR&ING DETAIL& .4 WALL INTERSECTION5 � INDICATES CELL TO BE FILLED SOLID W/ GROUT
(NO #5 REQUIRED) (U.N.O. ON PLAN)
SCALE: 3/4 ° =1' -0"
FEW N GROUTM CEU
oFENWSJ TRUSS BOTTOM CHORD OR _�J
2x4 BLOCKING W/ 2-16d TOE DOUBLE 2x TOP 2'x BUILT-UP COLUMN
NAILS a EACH END PLATE TOP SPLICE
15PI.•
� z •.
2 ROWS 10d 3" O.C. (14 NAILS TOTAL) • • I0-I06 NAILS
7nj!BOW
Lu . o
STANDARD rIL
STANDARD AT 2ND FLU <r Q 24' o •� •
HOOK, HOOK Il
a .. 2x TOP PLATE -� `� 2x CRIPPLES 16' O.C.
• 5/8" "J" BOLT O
"'� ' '� °" ° � 2-16d NAILS a 24' O.G. OR
1L I I tEQUAL TO TRUSS BOTTOM �MiN 5/,5" HILTI KWIK
F$ARD �� CHORD OR BLOCKING 2x BLOCKING a EACH END W/ IOd C 10d ®8" O/C BOLT W/ MIN. 8"
a 4" O.C. FROM EACH HEADER
IEFACE TO BLOCKING F
2x STUD � 24" Nc •
O.G. MAX. PROVIDE NILTI X-CF NAILS (2) 2x HEADER
F7[�� 2x P.T. PLATE STAGGERED FROM BOT. PER PLAN 9 UPLIFT= 3251a# (SYP #2J
SEE A/S3 FOR 2 195# (SPF)
<NOCK-OUT PLATE TO CONCRETE
BLOC< W/ (1) "5 NOTCI4 LINTEL WH4ERE REQUIRED REINF. INFO. 2x BOTTOM PLATE W/ (1) 10d a 8'
VERTICAL WALL REINF. DETAIL FOR CONCRETE PLACEh'E ° VARIES NOTE-
O.G. TO EACH HEADER FACE BOTTOM SPLICE
SCALE : NT8
PLATE LENGTHS MUST BE OVER STUD
v n
AT LEAST 8'-0" LONG. TYPICAL � o, daa �d
a TYPICAL INTERIOR NON- 2 x ro (MIN.) FR,41" E
BEARING WOOD FRAME WALL W,4LL HE,41DER DET,41L "IIIIHIIII TOP PL,4TE 5PLICE DET,4IL �t`l U5P HTTI& rNI
SCALE: N"T.S" 4 SCALE: N.T.S."
rj SCALE: N.T.S. �� S
F= 2240 LBS SCALE: NTS
SP 5PT4 SPT24 LISP SPT4 5P724 C SP 5PT4
ROOF TRUSS ABOVE
2X4 TOP PLATE 2X4 BLOCKING
2X4 STUDS a 24" O.C. �.� \ \ OVERLAPPMG
� \ AILED
/8'xIO' 'J' BOLT \ INTO (2) 16d TOE NAILS
a 24' O.C. MAX. 10d NAILS a 6"
\ TRANSOM EA. BLOCKING
MIN" (2I PER STAGGERED
BOTTOM PLATE TRANSOM FRAMING FRAMING
SECTION 2X4 FT- SEE SECTION AA/SI 2X8 WALL ABOVE
PLATE AND 55/51 FOR
/ 11 ADDITIONAL DETAILS ENTRY
VERIFY THAT ALL REINFORCEMENT HAS BEEN PSP SPT22 LACED KO. BLOCK W/(I)
PROPERLY. SEE FLOOR PLAN NOTES FOR USP SPT4 ANCHOR BOLTS a 24" #5 CONT, 4
/. .. REQUIRED CONNECTION RECESS SP SPT4 USP SPT4 O"C. MAX FILLED
/ O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION" LINTEL ANCHOR BOLT
® OPENINGS LESS THAN OR EQUAL TO &'-0" IN UJIDTH DO NOT 2X CRIPPLES a 16" O.G. 2-ROW5 12d NAILS STAGGERED 2X4 P.T. PLATE
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON W/ USP 5PT24 TYP. a 12" O/C EACH FACE OR ° a
FLOOR PLAN. TOP AND BOTTOM 3-ROW6 12d NAILS STAGGERED °1 1 MASONRY WALL
,WHEN STUD LENGHT
12" O/C FOR 2'xIO" OR 2X8 P.T. BOTTOM PLATE C
IS LESS THAN 12' USE GREATER HEADER
BLOCK COURSINGCORN iR INT RS CTION G T`I'1=IC,4L FILLED LINTEL ,466EM5LY LSTA30 STRAPS AT �
SCALE. 3/a „ -1 -ID„ CJ1 SCALE: N.T.S. EACH STUD WRAPPED 5/0'xIO" 'J' BOLT a 24' O.C. MAX.
- S�- OVER TOP PLATE B USP C (MIN. (2) PER BOTTOM PLATE) G
NAILED TO HEADER
USP 5PT4 5PT24 SP •SPT4
EACH SIDE W/ II - lOd I DOUBLE 2 X 12 *2 SYP
5/0" g" 1 5/8" g" 7 5/8" g° TRUSS BOTTOM CHORD OR NAILS
2x4 BLOCKING W/ 2-16d TOE j11 HEADER W/ 1/2'FLITCH
lad NAILS a S' PLATE (U.N.O.) had NAILS
IOd NAILS a 6" O.G.
NAILS e EACH END � 4" A
STAGGERED
�n� n O/C TYP. FILLING AND BLOCKING ASTAGGERED
SOLID AREAS ARE a SOLID AREAS ARE REQUIRED FASTENED TO \\ a o TRANSOM FRAMING
❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT v DOUBLE 2"x4" HEADER W/ (2) ROWS OF 12d a \ AILED INTO BEYOND. - -
z d CRIPPLE STUD IIIO/C UNLESS NOTED \
INTERIOR SAW GUT TO 10 I/2" SAW CUT TO 1(I> I/2" FULL Sx8xl6 BLOCK 3 5/0" 25 GA, MSG TYPICAL (U.N.O.) OTHERWISE \ TRANSOM
WALL . R STEEL TRACK RUNNER \ \ FRAMING 5HEATPIN
3 5/S" STEEL STUD a 24" 2'x4" STUDS TYP. TRANSOM FRAMING �� PLYWOOD FASTENED TO TRUSSES c
DOOR OPENING DOOR OPENING DOOR OPENING—CL O.C. MAX W/ (2) NO. 8 x 5/5' SEE SECTION AA/SI AND WITH ad COMMON WIRE NAILS a 4' S1j
WAFER HEAD SELF SEE PLAN FOR REQUIRED BB/Sl FOR ADDITIONAL O/C BOUNDARIES 6" O/C EDGES B
DRILLING a TOP 8 BOTTOM CONNECTIONS DETAILS 8 8" O/C FIELD
EXTERIOR R • p0 USP PLYWOOD
WALL ❑ ❑ ❑ 3 5/0' 25 GA, MSG oA OP SPT22A SHEATHING
STEEL TRACK RUNNER FN/1G P.T. BOT. PLATE MASONRY
❑ — — — — — - ❑ — — — W/ NILTI 12" NAILS OR RECESS SP
� _ _ _ EQUAL a 12" O.G. LINTEL SPT4 USP WALL BELOW ANCHOR BOLTS a 24' O.C. MAX"
MLI(MIN. (2) PER BOTTOM PLATE)
6X6 WI.4XWI.4 WWF OR �� HOLD DOWN CONNECTIONS 5PT4
ST COARSE ZNp COARSE 3RD COARSE FIBi=RMESH NOT REQUIRED a BEARING
8 WALLS WITHOUT UPLIFT ' A.
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE 2X8 P.T. BOTTOM
COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11' DOOR JAMB WALL IS TO BE W,4LL HE,41DER DET,4IL Q PLATE
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL INTERIOR NON_
BEARING METAL FRAME WALL SCALE: N"T.S. S� D FRAMINGDET,41L5 ABOVE ENTRY �
1 1,450NR�' LA-7'OUT 5/8"x10" "J" BOLTS a 24' O.C. MAX. SCALE: N.T"S_
SCALE: N.T.S. cJ (MIN. (2) PER BOTTOM PLATE)
SCALE: N.T.S,rj�.
°
m
STD. 90° HOOK
PRECAST LINTEL W/ (1) "5 CONT. IN
OPENINGS GREATER THAN 6'-O" WIDE
(U.N.O, ON PLAN)
OPENING.;
FILLED CELL W/ 0) "S VERTICAL
SEE FDN. PLAN FOR LOCATION
/
NOTES:
FILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH >22", PROVIDE A 4" x 4" INSPECTION PORT
a EAGH vERTICAL REBAR 8 DIRECTLY ABOVE THE LINTEL_
HEADER SUPPORT
NO. OF JACKS 8 STUDS
REQ. AT OPENINGS
OPENING
2' x 4' WALL
2' x 6' WALL
JACKS
STUDS
JACKS
STUDS
SIZE
EA END
EA END
EA END
I EA END
1'-4-
(U
(2)
(U
(2)
4'-V
(2)
(3)
(2)
(2)
(3)
(3)
(2)
(3)
— 1 1 --TT- I II I fi-T — T— I
- - -_ � I � I .�� �. itB. IAI i -, JIiWWdtiL�i�Jl•, ItS i,�J.IiI J .,fl. 1� - -.-I --
2x4 "T° BLOCKING
SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) I(od
SCHEDULE FOR SHEATHING DETAIL
NAILS
SEE STRUCTURAL NOTESA BACKNAIL W/ (2) 16d NAILS
BACKNAIL W/ (2) 16d NAILS
2x4 BLOCKING
2"x4" OUTLOOKER
a 24" O.G.
AND NAILING SCHEDULE USP RTI6 OR EQUAL a
SEE STRUCTURAL NOTES
AND NAILING SCHEDULE
2x4 OUTLOOKER a 24"
BACKNAIL W/
2x4 OUTLOOKER
45" O.C.
1%d NAIL
REFER TO SECTION IA
TOP CORD
FOR SHEATHING DETAIL EA. OUTLOOKER
Z"x4"
FOR SHEATHING DETAIL
O.C. (OPTIONAL - SEE
SEE STRUCTURAL
(2) 16d NAILS
a 24" O/C
"L" BRACE
/ ON SHEET 85.1 FOR.
BLOCKING FOR
OUTLOOKER
ELEVATIONS)
NOTES AND NAILING
TOP CORD
ATTACHED W/
� �
� X-BRACING, AND TOP
/
FIRST FOUR
45° t
a 24" pC
SCHEDULE FOR
BLOCKING FOR
10d NAILS e 4"
USP HGAM10 W/ (4
CHORD BLOCKING
ROWS OF
24" MAX.
TOP CORD 4r,•�
2X4 CONT"L" BRACE
TOP CORD BLOCKING
LISP RTI6 OR EQUAL a
SHEATHING DETAIL USP RTI6 OR
FIRST FOUR ROWS
O.C. TYPICAL
3/16"xl-3/4" WEDGE
INFORMATION
TRUSSES a
USP RTI6 OR
BLOCKING FOR �
FASTENED W/ (2) 10d
FOR FIRST FOUR ROWS
24' MAX. EA, OUTLOOKER
EQUAL a EA.
OF TRUSSES a
BOLTS 8 (4) SOS � ��
WOOD TRUSSES
EDGES OF 2x4 CROSS BRACE
EQUAL a EA.
FIRST FOUR ROWS OF
3" a 24" O/C. GMID
OF TRUSSES a EDGES
2'x4" CROSS BRACE OUTLOOKER
4' MAX. EDGES OF
GABLE TRUSS WEB
1/4" x 1 1/2' SCREWS i
SHEATHING APPROX. 8" FROM
OUTLOOKER
TRUSSES a EDGES
HEIGHT
"L"
OF SHEATHING TYPICAL
DOUBLE TOP PLATE
APPROX. S' FROM
SHEATHING TYP.
E
DOUBLE L BRACING DETAIL
TYPICAL RIDGE FASTENED AT •
"L" BRACE TO EXTEND
OF SHEATHING TYP. 2X4 KICKER
2x8 5YP*2 BRACE TO
2x4 CROSS BRACE APPROX.
RIDGE FASTENED AT
"L'BRACE TO EXTEND
,
� 2x4 RAT RUN BRACING
SCALE: N.T.S. S5
EACH JOINT W/ (2) 10d
AT LEAST 90 o OF WEB
a 8'-0" O/G EXTEND a LEAST 90io
USP 8" FROM RIDGE FASTENED AT
EACH JOINT W/ (2) AT LEAST 90io OF WEB
AT 24' O.G. ON TOP OF
4 (2)10d TOE NAILS a
LENGTH (SEE TABLE)
2x4 CROSS BRACE
OF WEB LENGTH �
SPT4 a EA.
EACH JOINT W/ (2) 10d 4 (2)
10d � (2) 10d TOE
I
LENGTH (SEE TABLE)
BOTT. CHORD FOR 4
"T"
EA. END
APPROX. S" FROM
NOTCH a BOTTOM
STUD
10d TOE NAILS a EA. END
NAILS a EA, END
ABLE TRUSS
2x4 BLOCKING
TRUSS SPANS
2x6 P.T.
TRUSS VERT. WEB
GABLE TRUSS
RIDGE FASTENED AT
CHORD (SEE TABLE)
2x4 PANEL BLOCKING
I
1/2' CDX PLYWOOD OR
2x4 BLOCKING
ATTACHED W/ 2 - 166
II SILL
SPACED a 48" O/C AX. •
I/2" CDX PLYWOOD OR
EACH JOINT W/ (2)
USP RT3A WITH 8-Sd
2X6 FRAMED WALL - SEE
a 48 O/C FOR THE
"
i/16" OSB SHEATHING
'� 40" O.C.
AT EA. TRUSS JOINT
I 1
1/16 055 SHEATHING
10d & (2)10cl TOE -
FROM LEDGER TP
WALL SECTION FOR SPACING
FIRST l4) ROWS OF
(
ATTACHED W/ 10d NAILS
" � I&d NAIL
L BRACE
2
8 4 PANEL BLOCKING a 48" O.G. FOR THE FIRST
ATTACHED W/ 10d
NAILS a EA. END Y
BLOCKING
I/2" CpX PLYWOOD OR -f/16"
TRUSSES FROM EA.
a 6" O.C. EDGES AND 12"
ATTACHEDi4�\\�'�
2x4 BLOCKING a 24"
-0" OF END WALL FROM EA, END TYP. BOTTOM
NAILS a 6" O.G. EDGES
GYPSUM WALL BOARD
GABLE TRUSS
OSB SHEATHING ATTACHED
END TYP. TOP �
1O/C
O,G. FIELD
10d NAILS
1/2" HIGH STRENGTH OR
W/ 2 - IG d
CORDATTACHED W/ (2) 16-d TOENAILS
AND 12" O.C. FIELD
2"x4" PANEL BLOCKING a 48" O.G. FOR THE FIRST
I/2" CDX PLYWOOD OR
W/ lOd NAILS a 6' O.C. EDGES
BOTTOM ATTACHED
(2) 16d NAILS
O.C. TYPICAL
5/8" GYP, WB W/ 1 3/8"
TOENAILS a EA. END
_
C33�/16"
IOCIX3" a 3" D/C
(4) ROWS OF TRUSSES FROM EA. END TYP.
05B SHEATHING
--
-- AND 12' O.C. FIELD
�_
W/ (2) 16-d TOENAILS
2x4 "T" ON TOP OF PANEL
GABLE TRUSS WEB
DRYWALL NAILS OR
MASONRY WALL
THROUGH CHORD
BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS
ATTACHED W/ 1Od
(2) 16d NAILS
BLOCKING, FASTEN WITH
r0dx3'
DRYWALL SCREWS I"
2x4 'T" ON TOP OF PANEL BLOCKING,
INTO 2"x6" P.T. PLATE
2°x4" LEDGER (MATCH BOTTOM CHORD
NAILS a 6' O.G. EDGES
2x4 PANEL BLOCKING a 48"
2x4 BLOCKING
a 4" O/G
SINGLE V BRACING DETAIL
O/C CEILING 8 8 O/C
"
ARCHITECTURAL FINISH
FASTEN WITH 10dx3" a 4" O/C
WEEP SCREED
SLOPE OF ADJACENT SCISSOR TRUSS)
AND 12" O,C. FIELD
O.G. FOR THE FIRST (4) ROWS
5/8" OR 1/2" CEILING DENSE GYPSUM WALL
BOARD FASTENED WITH ad COOLER NAILS
SP HGAIO a 36"
SCALE: N.T.S_ 55
WALLS
5/8" OR I/2" CEILING DENSE GYPSUM WALL BOARD FASTENED
INSTALLED PER MANUF.
2"x6' P.T. SILL
NOTCH "L" BRACE HERE
OF TRUSSES FROM EA. END
2x4 "T" ON TOP OF PANEL
OR 1 1/4" LONG DRYWALL SCREWS
O.C.
DIAPHRAGM
WITH 8d COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS
MOISTURE BARRIER
5/S" x IO" "J" BOLT a 48" O.G.
WEEP SCREED
TYP. TOP ¢BOTTOM ATTACHED
BLOCKING, FASTEN WITH
COMPLYING WITH ASTM C1002 FOR FIRST
DBL. TOP
STUD WALL
BLOCKING a
EXT. UJALL CONN.
COMPLYING WITH ASTM C1002 FOR FIRST 6-0" FROM END WALL
USP HTA20 OR EQ. a 6'-O" D.C. TYPICAL.
INSTALLED PER MANUF.
W/ (2) 16-d TOENAILS
10dx3" a 4" O/C
8'-O" FROM END WALL e 4" O/C TYPICAL
PLATE
(SEE TYP. SEC.)
48" O/C
NON - LOAD 5ET4RING
LOCATION D
a 4" O/C TYPICAL
USP HT420 a EA. TRUSS
ALTERNATE USP L5TA18 STRAIGHT STRAP a 4'-O"
MOISTURE BARRIER
5/8" OR 1/2' CEILING DENSE
2x4 LEDGER (MATCH BOTTOM
USP SPT24 a EACH STUD
GABLE TRUSS
— —
SEE TYP. WALL SECTION FOR SCALE: 3/4" = I'-0" CJ%
5/S"x 10" 'J" BOLT a 32" O.C. MINIMUM 6' FROM VERT. WEB (24" O/C MAX.)
O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS
GYPSUM WALL BOARD FASTENED CHORD SLOPE OF ADJACENT
-- — = TRUSS VERTICAL
PLATE SPLICES W/ 3/16"x2"0 PLATE WASHER
W/1-10dx1 I/2" AND TO MASONRY W/ (3) 3/1(o"x 2 1/4'
WITH 8d COOLER NAILS OR 1 1/4"
TRUSS)
C.�E:C�' I ON
�'
ADDITIONAL INFORMATION.
NOTE: IF ED
TAPGONS.
� �� I ��
LONG DRYWALL SCREWS
COMPLYING WITH ASTM G1002
(2) 2"x8" "L" BRACE
FASTENED WITH (3)
I ON
STRAP M155EED VERTICAL
2
S C-I- I ON 3
SCALE- N.T.S.
S�J
FOR FIRST 8'-0" FROM END WALL
166 PER SIDE
8 7 SCALE: N.T.S.
WEB*- USE SIMPSON
MSTA1"136 ON OUTSIDE
SCALE: N.T.S.J�j'
a 4" O/C TYPICAL
SCALE- N.T.S.
S�J
SCISSOR GABLE �T' BRACE -T
Q.
A5 PER HIB 91 SCALE: N.T.S.
20'-0"
MAX 2(IJ'-0" MAX
ad a 6"O/C
2 x 4 BLOCKING W/(2) 10d
"X" BRACE SEE DET. J/551 -CONTINUOUS BOTTOM CORD BRACING 211X4" MIN.
WOOD TRUSSES TOE NAILS a EACH END a
= 24" O/C (TYP)
PROPER INSTALLATION UNACCEPTABLE INSTALLTION
=� MAX. all�4b#,, DO NOT DO TH 15
`I
12' I2'
BRACING W/(3) 10d x 3"
II • NAa EACH CONN. a 24" O/C
OF STAGGEREDOd COMMON WIRE NAILS OF 5T x 4 RED 30d COMMON WIRE NAILS OF STAGGERED USP HGAMI0 W/(4)-3/16"xl-3/4° MOISTURE BARRIER
LAMINATIONS W/ (1) ROW (3) 2" x 6' LAMINATIONS W/
AGGE EKED 30d COMMON WIRE ROWS WEDGE BOLTS � (4) SDS I/4
(D = 0.148 , L = 3") OR EQUAL (1)= 0207", L = 4 /2") OR EQUAL NAILS (D = 0201 ", L = 4 1/2") OR x I I/2" SCREWS EBOND BEAM
NOTES: EQUAL
U ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4) FOR 4-PLY, PROVIDE 1/4' DIA, x 5 1/2' LAG SCREWS OR EQUAL MASONRY WALL
SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY)
2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 1/4' DIA. x 7" LAG SCREWS OR EQUAL FINISH
THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) ARGHITEGTURAL
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
aIL
X.
�, NOTE:
FIRST 2 COURSES,♦ �, 1) 5EE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP d 80TTOM CORD
GUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING a
I THAT MY BE REQUIRED 4'-0' O.C. MAX. FOR
16d COMMON NAILS. (ONE INTO EACH OUTSIDE FACE EXT. LLIALL CONN. a NON - LOAD 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES
OF B.U.G., SAME NUMBER OF ROWS, SAME SPACING) SEARING LOCATION (UNEVEN CLG.) FILLED CELL PER FOUNDATION PLAN BRACING PROVIDED IT EXTENDS OVER AT LEAST 9O% OF THE WEB.
TYPICAL NAILING 5CHEDULE5 FOR 5UILT-UP SCALE: N.T.S. COLUMNS 8 SEE TYP. WALL SECTION FOR SCALE: N.T.S. �fLL�D CELL INSTT4LLATIONr�4� REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN �
CJ� CJf,.
SCALE: N.T.S. S ADDITIONAL INFORMATION. AS PER BGSI I-03 SCALE: N.T.S.
b;� SCISSOR TRUSS
2 "x4" OUTLOOKER a 24" 12
O.C. W/ (2) 10d PER JOINT
MINIMUM 2"x4"
USP HTW20
CROSS BRACING
(SEE PLAN FOR
LOCATIONS)
IOdx3" O/C
TOENAIL a 6' O/C RUNNER
(2) 16d PER
W/ (2) 16d TYPICAL
JOINT
NAILS I 12" MAX.
I
S RESAR (T
FILL SOLID
STD. 90' NO
BOTH CELLS
I
MA
NOTCH WEB AT THE
HLII 5RACING REQUIRE:ME:NT&
STUD
SPACING
NO
"L' BRACE
(1) 2"x4" (UN.O.)
"L" BRACE
2"x6" (UN.O.)
'L" BRACE
24"
010" - 3'-0"
3'-O" - 6'-0"
6'-O" S GREATER
5C1550R GA5LE - (U 2"xa" #2 5,P.F, e EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT a DIAPHRAGM 5LOCKING
11111 (TYP�1
YP,) �, ,I
OK (TYP.) ,,, I, STD. 90• NOOK (TYPJ n
' z
>u
U-
a;L1
�.
NOTCH �° FIR5T COURSE
3
S5
12 DOUBLE TOP PLATE
6_9 MAX.
2X4 LEDGER
USP LSTA 18
TUDS a 16" O.C.
--------- — IF ----------- ------------ DBL. TOP PLATE
CONT. BEARING ONT. BEARING USP W5410 (TYP.EACH ) STUDS � 16' O.C. LISP C� CO C C WOOD FRAMED GABLE END 5RACING DETAIL
� H STUD SI I I � tul f t� I�
C��48L� END WRAC ING DETAIL GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL SCALE: N.T.5.
MEAN WALL HEIGHT UP t0 30'-0" -SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S.
MEAN WALL WEICsHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: 3/4'=1'-O' NOTES FOR WIND SPEED SPECIFICATION
OVERLAP TRUSS BRACING 6.9 MAX.
PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6° OVERLAP
WOOD TRUSSES
2X4 BRACING a 40' O.C. CONTINUOUS
TO FIXED LOCATION ATTACHED W/
2-10d a EA. TRUSS (NOTE: BRACING
MAY BE PLACED ON EITHER TOP
OR BOTTOM OF THE BOTTOM CORD)
MINIMUM (2) 16d PER JOINT MINIMUM 2"x4" TRUSS BRACING
CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN, ALTERNATE NON -DROP NOTE:
GABLE END DETAIL 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR TRUSS 5RACING OVERLAF DETAIL M
GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE.
CROSS 5fRACING DETAIL J SCALE: N.T.S. 2) "L." BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS a 4" O/C. SCALE: N.T.S. SJ COSMETIC DROP CEILING FRAMING
SCALE: N.T.S. S UJCDRO� EV55
L NCB 5RACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS
I GABLE TRUSS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SS A
rs
"L" BRACE W/ 10d e 4" O.C. 12
12 (SEE SCHEDULE FOR SIZE 6.9 MAX,
AND LOCATION)
6.9 MAX. (SEBRACE
CNEDULE FOR S�E
b gr� AND LOCATION)
5B
ABLE TRUSS
6
6 �
S5
mod.. .d • <
i :4
END JACK
11'-0" MAX.
w
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o
CORNER JACK
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DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Florida 33572
Phone: 813.645.0166
Fax: 813.645.9698
www.danscoengineedng.com
CA 25948
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TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND
BELIEF, THE STRUCTURAL PUNS AND SPECIFICATIONS
COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING
CODE (INCLUDING 2009 SUPPLEMENT), SECTION
R301 FOR 12D MPH, 3 SEC. GUST, EXPOSURE "C'
ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0.1 8)
WIND ZONE.
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OF THIS DRAWING ONLY.
02D09 LENNAR CORP.-THIS PUN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM LENNAR CORPORATION.
02009-THESE DRAWINGS AND DESIGNS ARE THE JOINT
PROPERTY OF DANSCO ENGINEERING, LC AND THE
CUENTON THIS PROJECT. ANY REPRODUCTION OR
UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE
DESCRIPTION
02.02.09
1.0 2007 FBC UPDATES
VERSION NO. 1.00 / 02.02.09
SAMUEL A. GREENBERG,
P.E. #34245
THUY H. HUYNH,
P.E. #60122
IRWIN J. BENSON,
P.E. #49758
ENGINEER SEAL:
SHEET TITLE:
TRUSS BRACING DETAILS
AND NOTES
SHEET INFORMATION:
JOB NO.: 290127
DATE ISSUED: 02.02.09
DRAWN BY: DZ
REVIEWED BY: TH/AS
S5
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-- - -
ii_:1.. � ii-i-.iE'.: :.a"J 1. i�ia(Tr6, f.:L- _'..ILL � r :. I
2x FURRIWj is 16' O/C (AS REOV.)
Ix4 P.T. BASE NAILER (AS REQV.)
31/4'5A6E BOARD (AS REQV) -
(ox(o WI.4xW].4 UIP
OR FIBEF41EBH
MIN. 2500 nI
CONC SLAB
IN <
(1) ro VERT. IN FILL CELLS
J (SEE F0JNDATION PLAN
FOR LOCATION5)
ARC44ITECTURAL FINI-AP
(EXT-ONLY)
4'x4' INSPECTION PORT
AT EACH FILLED CELL
TYPICAL
z
140TE:
LO 1) MA50NRY WALL PROVIDES 2-W
PROTECTION PER UL-UW5 (AS FrEOV)
STE). Wo HOOK
(SEE DETAIL ON $14T. 63)
-3 112" MIN,
SEE IA/53 FOR ONE STORY 4 ----
G/% FOR TWO STORY FEINIF. INFO b MIL VAPOR
ONE TO BARRIER
2'- 0" (TW STORY)
CLEAN POISONED AND 8"
50ILfSt MODIFIED FRCCOR
PER A51M D1551)
2-�4OUR MA5. FIREWALL W1 5TEF SECTION
&C;,4LE: 3/4`-1'-0`
(1) LAYER UNDERLAYMENT FOR ROOF PITCH > 4,12 4
(2) LAYERS UNDERLAYMENT FOR ROOF PITCH s 4:12.
12
PfRE ENGINEERED WD TRU56 0 24" O,C, MAX,
SHINGLE ROOF
15 LB ROOFING FELT (SHINGLES)
HURRICANE ANCHOR a EACH TRU55
(SEE UPLIFT SCHEID.) W1 METAL PL-
NDER EA. TRUSS TO OUT511DE OF WALL.
1116" 0
5
B
FIRERATED OR REG
2X4 LEDGER a 4a" O/C MAX.
vERTICALLLY NAILED To
TRU55 LUE55 W/(2) ad (TYPJ
2X4 BLOCKING e 4a' O.C. MAX� W/ (2) I(ocl TOE
10 A 11 r- n A/ -I I =kIr I=
r) T
F
PRE ENGINEERED
ROOF TRU55 s 24"
O,C, MAX�
(2) LAYERS 1"x24" PROPRIETARY TYPE �X�-\
GYP. PANELS IN5EIRTED BETWEEN 2' FLOOR 4
CLIS. RUNNERS W/ 2" STEEL H STUDS BETWEEN
ADJACENT PAIRS OF GYP. PANELS.
2" FLOOR RUNNER W1
3/16" DIA, X 1 3/4"
TAPCON5 @ le," 0 . C�
6TD. 1�0' HOOK
NOTES: (SEE [DETAIL)
1) SEPARATION WALL IN THE R-3 MIN. IN5UL. PER -
ROOF SYSTEM PROVIDES FBC (2001 ED.)
2-HR5 PROTECTION PER GA 513-602.LABC.1.1
A5WI00O (1) #5 VERT. IN FILL-
2) MASONRY WALL CELLS (SEE FILL
PROVIDES 2-HRS CELL PLAIN FOR
PROTECTION PER UL-U(�05 LOCATIONS)
(1) 15 VERT IN FILL CELLS (SEE
FILL CELL PLAN FOR LOCATIONS)
(2) 2xO P.T. LEDGER W/ 1/2' x 0'
TITEN HID 6 Iro' O.C. (2 ROWS) —\
R
15 LB ROOFING FELT (SHINGLES)
1/16" 0.55. SHEATHING UN.O.
RUNNER
Z.�
FIRE RESISTANT 055 111ro" SHEATHING
4' ON EA. SIDE OF WALL NOT
STAGGERED OVER PARTY WALL
BURN CLIPS AS PER FIRE WALL MFG. SPECIFICATIONS
NAILED INTO 2x4 LEDGER ONLY -a EACk SIDE OF STEEL
111411 6TUD
(1) LAYER 1/2" HIGH STRENGTH OR
5/a' GYP, W5, W1 1-3/0' DRYWALL
NAILS OR DRYWALL SCREWS 7" C.C,
R30 IN5UL. MIN.
CEILING, 0" O.C. WALLS 4 4" 0,C.
w EDGES
2 x 4 5YF"2 x12' LONG 5CAB @ EACH
RBC CLIP W1 10d @ 3' O-C.
SIMPSON RBC 0 36' O.C� W1 6-106A 1/2" NAILS INTO
TRU55 50TTOM CHCRID/5CA5 4 (3)1/4"x2 3/4' TITEN
SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE
INSTALLED PRIOR TO FURRING STRIP INSTALLATION
(TYPICAL ON BOTH FACES OF WALL)
I x P.T. NAILER INSTALLED AFTER INSTALLING R5C's
0'xa`XIro` CONC- KNOCKOUT 5LK-
W/105 ROD CONT. FILLED W1 GROUT
4"x4" INSPECTION PORT
.
-
.
. EA FILLED CELL (TYP.)
a,� L
PER ROOF PLAN SEE ROOF 3/4" PLYWOOD DECKING GLUED AND " < :::::
NAILING SCHEID. ON 5H7. 5NI NAILED W/ ad COMMON 0 (o" O/C lx"F.T� BASE NAILER
�myyyyyy
"
1/2" HIGH STRENGTH OR 5/0" GYP W5 W1
1 3/0" DRYWALL NAILS OR DR`rWALL
&CRW5. I" OIC CEILING 4 a" O/C WALLS
I' P.7. NAILER
MOISTURE 5ARRIER
5TD. 130' HOOK (SEE DETAIL)
R4.2 MIN. IN6UL.-
Ix F.T. 54SE NAILER
(2) 2xa P.T. LEDGER W/ 1/2" x a'
TITEN HID @ 16" O.C. (2 ROWS)
c5d COMMON 0 6" C/C EDGE5AND 12" O.C, FIELD
3/4" PLYWOOD [DECKING GLUED AND NAILED W1
')RT AT
4`x4` INSPECTION PC
E,4C�4 FILL CELL TYPICAL
1/2" GYP. W.B. OR 3/0"
PLYLUOCID/TYPE 2-M-W
0,55 (1DRAFTSTOf=)PING) TO
BE NAILED W1 ad COMMON
6" O/C TO ONE 511DE OF
FLOOR TRUSS FOR AN
AREA �1000 50, FT 4
5EALEID PENATRATION R4,2 M IN,
AREAS W1 FOAM. IN5UL.—
DRAFT6TOPPING SHALL TOP CHORD BRG,
[DIVIDE THE CONCEALED FLOOR 6Y5TEM
SPACE INTO APPROX,
EQUAL AREAS.
1/2" 141G�4 STRENGTH OR 5/6" GYP W5 (OR 5/a'
GYP. TYPE "X" ,� GARAGE W/ 4 14,4517,45LE ROOM
45OVE) W/ 1 3/&' DRYWALL NAILS OR DRYWALL
5CRW6. I" O/C CEILING 4 a" OIG WALLS
Ix WD FURRING 24" OL
MIN� 2500 P151 CONIC, 5LA
(MIN 3000 PSI GOING. 5L ,
FOR �41ERN14NDO CO. ONL
C()
EDGES AND 12
O,C, FIELD NAIL FLOOR TRUSS TO LEDGER
SO' HOOK W1 4- 10d TOENAILS (TYP.)
1/2" GYP. W.B. OR 3/011 — (SEE DETAIL) 2ND FLR. d
"
-
PLYWOOD/TYFE 2
M
W
4LUI 1INUr 1
Df;RIf=) E[)r-.3E
055 (1DRAFT5TOFFING)
LUr-IINUM F,45C;1,4
TO BE NAILED W/ ad
COMMON OIG TO ONE
0'x0'xI(o' CONC.
12 UN,O. 2x4 5U5 FAESCIA
51DE OF FLOOR TRUSS 1" PT
KNOCKOUT BLOCK W1
2' ALUMINUM
FORAN AREA !�-1000 5Q, NAILER
(1) 15 ROE) CONT.
VENTILATED SOFFIT
FT 4 SEALED
FILLED W1 GROUT
a`X8"X1(0" CONC. KNOCKOUT 5L<
Top CHORD
FIENATRATION AREA& W/ TOP CHORD
W/1#5 ROD CONT. FILLED W/ CONC.
5RG, FLOOR.._
FOAM- DRAFT5TOPPING 5RG, FLOOR
17
T(
TOP CHORD BRIG.
��F
5HALL DIVIDE THE 5Y5TEM
LOOR SYSTEM
1
CONCEALED SPACE INTO 4L
APPROX. EQUAL AREAS. I
R-3 MIN. IN5UL. PER FBC
(1) LAYER 1/2 " HIGH STRENGTH OR 5/5' GYP
(2004 ED.) 513-602.LA5C.1.1
-5 VERT IN FILL CELLS
W6. (OR 5/a" GYP. TYPE 'X` ia GARAGE W/
(SEE FILL CELL PLAN FOR
A HABITABLE ROOM ABOVE) W/1-3/a"
LOCATIONS)
DRYWALL NAILS OR DRYWALL 5CRW5� 7"
O,C� CEILING, a" O.C. WALLS 4 4' 0,C, EDGES
Lu
TWO &TORr FAIRT"r WALL
&ECTIONr5
(L
5CALE:N.T.5-
OL LITE TEXTURED
DECORATIVE FINISH
UPPER FLOOR
5TD� 130' HOOK (SEE DETAIL)
NAILED FLOOR TRUSS TO
LEDGER W/ 4-10d TOE NAILS
a`Xa"xI(o` CONC. KNOCKOUT
BLOCK W1 (1) 15 ROID CONT.
FILLED 5OL11D W1 GROUT
Ix P.T. BASE NAILER
ARC�41TECTURAL
FINISH
(1) *5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN 4 NOTES)
:z -A
IqL
--j
4`x4' INSPECTION FORT AT
EACP FILL CELL TYPICAL
FIN15H GRADE
(ox(o WI.4xWI.4-
WWF OR FISERME,4
5 D� 1�0' POO<
(3) # 5 REBAR ON 3' Ck4IR—/ 4' (SEE DETAIL)
UJ/13" MIN. CLEARANCE
T%'�f= 2 - 5TCR�r LUALL 5ECTION /7
SCALE: 3/4"=I'-O"
3/4' PLYWOOD DECKING PER J15(o.
U5P HTA20 @ 45" OIC, W1 4" EMBEDMENT INTO
a' CMU WALL_,--- <.O. BLOCK 4 10-10d NAILS INTO BLOCKING
D5L, K,C.
BLOCK PER
DETAIL J/5&.
F-C. LINTEL
PER PLAN.
2X4 5YP#2 DIAGONAL (45')
SHEAR 5LOC<ING5 BETWEEN
5LOC<INGS W1 (2) IOd TOE
NAIL& 0 EA, ENID�
&HEAR WALL PETAL
SCALE;N.T-S.
FIRE- ENGINEERED
FLOOR TRU65E5
24" O/C MAX,
2X4 6YF*2 BLOCKING
40" O/C W1 (2) 10ol TOE
NAILS ia EA. ENE) (TYP.)
a" CMU WALL
2X4 BLOCKING @ 40" O.C. MAX�
W1 (2) I(od TOE NAILS 'a EACH
ENE) 4 GLUED TO ROOF
SHEATHING
2X4 LEDGER Q 4a" O/C MAX, -
VERTICALLILY NAILED TO
TRUSS WE56 W/(2) ad (TYP.)
PRE ENGINEERED
7 TRUSS 24"
ROC
O.C. MAX.
5IMP50N R5C 36' O.C. W1 ro-10dxl 112"
NAILS INTO TRU55 5070M
CHORD/SCAB 4 (3)1/4"4 3/4" TITEN
5CREW5 INTO MASONRY. NOTE- RBC
CLIPS TO BE INSTALLED PRIOR TO
FURRING STRIP INSTALLATION
2 x 4 5YF1112 x12' LONG SCAB EACH-
R5C CLIPW/ 10d -a 3" C.C.
2 FLOOR RUNNER W/ 311(o D A.
x 13/4" TAPCON5 Q I(o' O.C.
5TID, 130' HOC< (SEE DETAIL)—
a"xa"XI&` CONC. KNOCKOUT BL<. W1
1*5 ROD CONT. FILLED W1 GROUT
R - 3 MIN. IN5UL. PER F5C
(2001 ED-) 513-602.1,415C.I.1
NOTES-
1) SEPARATION WALL IN THE ROOF
SYSTEM PROVIDES 2-HRS PROTECTION
PER GA A5WI000
2) MASONRY WALL PROVIDES 2-HR5
PROTECTION PER UL-U1305
(1) 15 VERT IN FILL CELLS (SEE -
FILL CELL PLAN FOR LOCATIONS)
(2) 2xO P.T. LEDGER W/ 1/2" x 0`
TITEN HE) s Ira' O.C. (2 ROWS)
3/4" PLYWOOD DECKING GLUED AND (L
-q
NAILED W1 Ool COMMON e 6' O/C
EDGE5AND 12" O.C. FIELD
1/2" GYP. W.B. OR 3/5"—
FILYWOOD/TYPE 2-M-W
055 (IDRAFTST0FP1ING)
(2) LAYERS 1"x24' PROPRIETARY TYPE
'X' GYP. PANELS INSERTED BETWEEN 2"
FLOOR 4 CLG. RUNNERS W/ 2' STEEL H
STUDS 5ETWEENADJACENT PAIRS OF
GYP. PANELS.
2X4 BLOCKING W1 (2) 10d TOE NAILS
FIRE CAULK Q EACH ENE)
�RUNN2 ` CLG. 5 L5 ROOFING FELT (SHINGLES)
ER
L/K
TO BE NAILED W1 Ed
COMMON a (o' O/C TO ONE
SIDE OF FLOOR TRU55
1 P7,
FOR AN AREA :�1000 50-
NAILER
FT 4 SEALED
PENATRATION AREAS W/
TOP CH ORD
FOAM, DRAFT51 ING
OP�
BRG, FLOCfPN,,,,,
SHALL DIVIDE THE
SYSTEM
CONCEALED SPACE INTO
APPROX. EQUAL AREAS.
(1) LAYER 1/2" HIGH STRENGTH OR 5/0" GYf=.--J JLL1==L
7
W5, (OR 5/6' GYP. TYPE 'X' 6 GARAGE W1
A HABITABLE ROOM ABOVE) W/1-3/0'
DRYWALL N41L5 OR DRYWALL 5CRW5. I"
0,C. CEILING, a' O.C. WALLS 4 4" O.C, EDGES
RfREWALL F-) E TA I L
1/16' 0.5.5.5HEATHING U.N.O.
FIRE RESISTANT 055 111(o'
SHEATHING 4' ON EA, SIDE OF 112" GYP W5
MIN. GAP
4 WALL NOT STAGGERED OVER (1) 05 VERT. IN FILL CELLS (SEE
PARTY WALL FOUNDATION PLAN FOR LCCATION5)
BURN CLIPS AS PER FIRE WALL MFG.
PECI
ICATION
w
NAILED INTO TCP/BOT. PLATE ONLY 0 EACH, SIDE OF TYPE "5" MORTAR (TYP.)
STEEL 'H" STUD
0" CONC- BLOCK (TYF.)
2X4 BLOCKING W/ (2) 10d TOE NAILS v EACH END
PRE ENGINEERED ROOF TRUSS 4'x4` INFECTION PORT 0
Ix P,T. BASE NAILER —
PERPENDICULAR TO WALL 6 24' 0,C. MAX. EA. FILLED CELL (TYP.)
(ox(o WI.40.4 WWF
R30 INSUL. MIN.
(1) LAYER 1/2' HIGH STRENGTH OR 5/a" GYP- W5-
. /� I>
DRYWALL NAILS OR DRYWALL SCREWS. I'
BUR
NA It
5TE1
0.�.CEILING, 5" O.C, WALLS 1 4" O,C, EDGES
0 I>
M015TU
RE BARRIER
I" FT NAILER (4) *5 CONT- STID. 1�0' HOOK
ON 3" CHAIR
U6P HTA20 @ ENE) OF TRU56 W1 10-10d x 1 1/2" NAILS all 21-011 (SEE DETAIL)
INTO TRU55 4 4' EMBEDMENT INTO CONCRETE (NOTE:
INSTALL HT,420'5 PRIOR TO INSTALLING THE 2-5TOFR"T' FARTrWALL 5ECTION
PROPRIETARY PANELS
(1) *5 VERT. IN FILL CELLS (SEE
FLOOR PLAN FOR LOCATIONS)
4'x4' INSPECTION PORT @
EA. FILLED CELL (TYP.)
-Ix P.T. BASE NAILER
NAIL FLOOR TRUSS TO LEDGER
3TD, 130' HOOK W1 4- 10d TOENAIL& (TYP.)
'SEE DETAIL) 2NID FLf;P- Ad
I IIIN.
(2004 ED,) 513-6021,45C.I.1
t F
5CALE:N-T.5.
2' CLIS 2X4 BLOCKING W/ (2) 10d TOE NAILS @ EACH ENE)
FIRE CAULK RUNNER -15 LB ROOFING FELT (SHINGLES)
1/16" 0.65. SHEATHING U.N.O.
FIRE RESISTANT 055 111(o'
SHEATHING 4'CN EA. SIDE OF
(2) LAYERS I'x24' PROPRIETARY TYPE-
`X" GYP. PANELS INSERTED BETWEEN 2"
FLOOR 4 CLG. RUNNERS W1 2' STEEL H
STUDS BETWEEN ADJACENT PAIRS OF
GYP. PANELS.
R30 IN5UL.
2" FLOOR RUNNER W1 3116' [)IA.---
x 13/4" TAPCON5 1& 16' O.C.
5TD. 130' HOOK (SEE IDETAIL)�
0"xa`X1(o` CONC. KNOCKOUT 5LK. W/
1*5 ROD CONT. FILLED W1 GROUT
R-3 MIN. lN5UL, PER F5C—
(2001 ED.) 513-6021,45C.1.1
NOTES:
1) 5EPARATION WALL IN THE ROOF
SYSTEM PROVIDES 2-HR5 PROTECTION
PER GA 45WI000
2) MASONRY WALL PROVIDES 2-HR-5
PROTECTION PER UL-U905
MIN. GA WALL NOT STAGGERED OVER
4 PARTY WALL
BURN CLIPS AS PER FIRE WALL MFG. SPECIFICATIONS
NAILED INTO TOP/BOT. PLATE ONLY @ EACH. 511DE OF
STEEL 'H' STUD
7\F
2X4 BLOCKING W1 (2) IOGI TOE NAILS @ EACH END
PRE ENGINEERED ROOF TRUSS
rPERPENDICULAR TO WALL 6 24" O.C. MAX.
(1) LAYER 1/2" HIGH STRENGTH OR 5/a' GYP, W5,
-3/0' DRYWALL NAILS OR DRYWALL SCREWS. 7'
W/I
0,CCEILING, a" O.C. WALLS s 4" C.C. EDGES
1-� - M015TURE BARRIER
_d I
I' P.T. NAILER
-- -- \-11C
U5F HTA20 6 END OF TRUSS W1 10-10d x 1 1/2" NAILS
INTO TRU55 4 4' EMBEDMENT INTO CONCRETE (NOTE:
INSTALL HTA20'5 PRIOR TO INSTALLING THE
PROPRIETARY PANELS
�(1) 05 VERT. IN PILL CELLS (SEE
FLOOR PLAN FOR LOCATIONS)
FIREWALL EDETAIL 'a TfRU55
FERFENIDIGULAR TO WALL
5CALE;N-T.S.
2X CfRIFFILES e 10" O.C;
UJI USF 5FT24 TTF.
TOF 4NE) 507`7`0�1
�UJHEN STUD LENr:;HT-
15 LE55 7HAN 12" USE
LST,430 STiRAPI-5 AT
EAC�4 5TUID WfR,4f=1f=E[)
OVEIR TCf=' FLATE 4
NAILEC) TO HE,4[)EfR
Dfz- W1 11 10ol
EAC�4 511-
NAIL6
Iod N,41LS a) a"
O/C TYf=.
LDOUBLE 2"x4`
CfRIF`F`LE 5TU
TTf=1IC4L (U.N.10�)))7�)\\\,
HEADER 5UPPORT
NO, OF JACK5 4 STUDS
REa. AT OFENING5
OPENING
2' x 4" WALL
2' x b" WALL
JACKS
5TUD5
JACK&
5TUD5
SIZE
EA ENE)
EA ENE)
EA ENID
EA ENID
(1)
(2)
(1)
(2)
(2)
(3)
(2)
(2)
(3)
1 (3)
(2)
(3)
SCALE: N.T.5-
5EE FLOOiR f=L,4N NOTE&
POF, REQUIfREC)
CONNECTION
2-F�OUJS 126 NAILS
ST,4GG;EfRE[) e 12 " O/C
E,4C�4 F,4C;E OfR 3-fROUJS
12d NAIL.5 15TAGGEfREZ) e
12" O/C F-OfR 2`xI0" OR
G;fRE,4TER LIE,4DEfR
rDOUBLE 2 x 12 *12 eTF
HEAC)EFR UJ/ 1/2" FLITC�L
f=LATE (U.N.O.)
FILLINr-� ANE)
REQUIFRED F,45TENED
TO �4=AC)EfR UJ/ (2)
fROUJ& OF 126 a ]&`
O/C UNLESS NOTEF-)
OTILEfRU,115E
2'x4' 5TUD5 TYP,
-1=7� 507. f=LATE
vFLOOF, TFU55
L SEE f-L4N F=OIR FREOU IfREID
CONNECTIONS
LOAD 5EARING/EXTERIOR FFRAMEeM-,,�
WALL HEAC)EfR DETAIL
24" MIN,
LAP SPLICE
(0 & 411
TYP. TYP.
7T
0 0 0 0
5PL I CE
5f=,LICE BEYOND
FART. ELEV. VIEW
(2) 2xa P.7. LEDGER W/ 1/2" x 0"
TITEN I -ID 1@ Iro' 0,C, (2 ROW5)
611 M
IN-
D15L� <�C- BLOCK C/C
TYP,
24' MIN Z-(2) 2x3 LEDGER P.T. LEDGER
LAP 5f=,L ICE ATTACHED 70GETHER W1
2-ROW5 10d 1@ 6" C/C
FART. FLAN VIEW
LEDGER LAP 5FLICE DETAIL
SCALE: 3/4 '=I'-O`
DEDANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Flo6da 33572
Phone: 813.645.0166
Fax: 813.645.9698
www.donscoengineedng.com
CA 25948
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TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND
BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS
COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING
CODE (INCLUDING 2DOP SUPPLEMENT), SECTION
R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C"
ENCLOSED (INTERNAL PRESSURE COEFFICIENT = t0.1 8)
WIND ZONE.
THIS DRA ING AND DESIGN IS VAUD FOR 12 MONTHS
W
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OF THIS DRAWING ONLY,
02DO? LENNAR CORP.-THIS PLAN MA NOTBE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM UENNAR CORPORATION.
02D09-THESE DRAWINGSAND DESIGNS ARE THE JOINT
PROPERTY OF DANSCO ENGINEERING, ULC AND THE
CUENT ON THIS PROJECT. ANY REPRODUCTION OR
UNAUTH RIZEDU El PROHIBITED -
REVISION:
DATE
DESCRIPTION
02.02.()9
1.0 2007 FBC UPDATES
VERSION NO. 1.00 02.02.09
SAMUEL A. GREENBERG,
P.E. #34245
P, THUY H. HUYNH,
P.E. #60122
F� IRWIN J. BENSON,
P.E. #49758
ENGINEER SEAL:
lx�
tok-,/cr-7
SHEET TITLE:
TYPICAL 2 STORY
SECTIONS & DETAILS (MONO)
SHEET INFORMATION:
JOB NO.: 290127
DATE ISSUED: 02.02.09
DRAWN BY: DZ
REVIEWED BY: TH/AS
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IF I I, "I'dii
AND THEN WRAPPED AROUND STUD
PLAN VI EW
SCALE: 1'-0"
HANDRAIL - SHAIL HAVE MIN. & MAX. HEIGHTS FROM
TOP OF TREAD @ NOSING OF 34- & 38' HANDRAILS
SHALL HAVE EITHER A CROSS SECTION DIA.
BETWEEN 1-1/4" TO 2" OR SHALL PROVIDE
EQUIVALENT GRASPABILITY. CLEAR SPACE
BETWEEN HANDRAIL & WALL SHALL BE A MIN OF
1-1/2" INCHES. (RE. FBC R311.5.6,2007 EDITION)
HANDRAIL DETAIL
SCALE: N.T.S.
2x4 SPF NOSING GLUED
AND
NAILED MATCH NOSING ON
OTHER TREADS
3/4" RISER CUT TO X
ol
FIT MAINTAIN BETWEEN
"' AND "' GAP TOP
4 2
AND BOTTOM, GLUED
AND NAILED TO 2x4
STRING�R syp
blackin
for
2x12 TREAD
GLUED AND
NAILED
2x T
DYE 4P
2x4 PT NOTCHED INTO I
STRINGER AND �CI'2x12 SYP DRYWALL STOP
TAPCONID INTO FLOOR M UST NOT TOUCH STRINGERS
WITH GLUE AT STRINGER 2x4 BLOCK IN KNEEWALL
CONTACT POINTS FOP 2x12 NAILING
1x4 GLUED AND NAILED TO STRINGER
FOR DRYWALL SPACING
SECTION VIEW.
SCALE: "' — V-0"
2
STRINGER MUST MAKE F
CONTACT WITH LANDING
LIGN THIS STUD WITH
FACE OF 2ND RISER
-A
AIN
—2x SYP CUT TO FIT
BEARS IN WALL
_---2xl 2 SYP
BEARS IN
WALL
'-2,6 SYP
2x4 PT NOTCHED INTO STRIN��_
AND NAILED TO FLOOR WITH GLUE,
AT STRINGER CONTACT POINTS
x4 C
T ON
BEVEL DOES NOT
BEAR IN WALL
GLUED TO
2x12
SECTION VIEW A
SCALE: 1 1'- 0
STRINGER MUST MAKE
FULL CONTACT WITH LANDING
L
2x SYP CUT TO FIT
BEARS IN WALL
-=-I
2x4 CUT ON BEVE4_-<
DOES NOT BEAR IN
WALL
2x12 SYP BE4,S
IN WALL
2x6 SYP
2x4 PT NOTCHED INTO STRING[
AND NAILED TO FLOOR WITH G
AT STRINGER CONTACT POINTS
2x4 SYP BLOCKIN�
FOR STRAP
(SIMPSON TAZ15)
BEHIND RISER
SECTION VIEW B
—3/4" RISER CUT TO
FIT MAINTAIN
BETWEEN 4"' AND
GAP TOP AND
BOTTOM, GLUED AND
NAILED TO STRINGER
1x4 GLUED AND NAILED
—TO STRINGER
—2x4 DRAFT
STOP
—2x1 2 SYP DRYWALL STOP
MUST NOT TOUCH
STRINGERS
SCALE: 1" 1'-0"
ALIGN THIS STUD WITH FACE OF 2nd RISER
— j— — — �
SECTION VIEW "D SECTION VIEW "E"
FILLER STRIPS ADDED -
GLUED & SCREWED TO
PLYWOOD DECKING
BULLNC
SEC-
-3/4
PLYWOOD
ON DECK
—2xl2 SYP
GLUED AND
NAILED TO
F4RAMING
2X
2x12
DRAFT
TREA[
STOP
GLUE[
AND
NAILE
2x4 PT NOTCHED 11
STRINGER AND
TAPCONED INTO FL,
WITH GLUE AT STRI.___..
CONTACT POINTS FOR DRYWALL SPACING
B-,�
SCALE: 1 1'-0"
11
PLYWOOD
—2x SYP CUT TO FIT
BEARS IN WALL
x12 SYP
BEARS IN
WALL
SECTION VIEW.
SCALE: V-0"
SCALE: I" � 1'-0"
4 BLOCKING FOR
42PT UNDER 2x12
SCAB 2x4 GLUED AND NAILED
2x12 SY
STRINGER F(EACH SIDE) TO BOTTOM EDGE
OF 2x12 STRINGER
2x4 BEHIND RISE
BLOCKING FOR
STRAP GLUED TO kli�: -- — — — — — — — — —
RISER AND TREAD
C
ROVIDE MOISTURE
CT
PROTECTION
P
ATTACH ALL COMPONENTS
S T C W/ X
OF STAIR TO CONC. W/ X
4
X.
C @j
M X " 0
2 TAPCONS @ MA 32" 0.
1x4 GLUED A
-ATTACH ALL COMPONENTS NAILED TO STRINGER
OF STAIR TO CONIC. W/ "' X
2 41" TAPCONS @ MAX. 32" O.C.
SECTION VIEW C
SCALE: 1" 1'-0"
TOP OF
TREAD STRINGER
x4 GLUED AND NAILED TO STRINGER CONN. TO BO
OF NEWEL PO
4 DRAFT
FOP v_7 PER CONTRAC
'x12 SYP DRYWALL
;TOP MUST NOT
OUCH STRINGERS
2x4 BLOCKING FOR
2,,,x42PT UNDER 2x12
G
NOTE: -
THESE DETAILS ARE NOT PLAN
SPECIFIC. THEY ARE PROVIDED
TO YOU AS A STANDARD TO
CONSTRUCT STAIRS. REFER TO
PLAN DETAILS FOR RISE AND RUN
,INFORMATION.
4
YWOOD
DECK
x12 SYR
LUED AN
AILED TIC
RAMING
�FT
)P
BLOCKIN
C
NOTE: 2x12
DRYWALL STOP
NOT SHOWN
El
PROVIDE SOLID BLOCKING
2X4 CUT ON FLOOR 3 GIRDER BELOW ALL NEWEL POST
OR 1 4 X 11 7
BEVEL GLUED VL FROM JOIST TO JOIST.
AND NAILED USE 2 X 12 BLOCKS,
TO LVL GLUED AND NAILED TO
JOIST.
NEWEL POST.
SECTION VIEW G" BLOCKING
SCALE: 1" V-0"
SCALE: 1" 1'-0"
SECTION VIEW
1 -
SCALE: 2" = 1'_0"
STAR CONSTRUCT�ON
DETNLS
(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED
NOTE: HANDRAIL SHALL BE 42" AE3\/. END OF TREAD A
FIr.KET
N I A 171
ET
OCK
E
\�G
RYWALL JOINT
DRYWALL TO
OVER JOISTS)
STUD NAILED
GLUED TO TOP
E
X4 CUT INTO RIM
AND,
LUED AND NAILED TO
EARING WALL BELOW
RYWALL JOINT
DRYWALL TO
OVER JOISTS)
OFT. F�GKET RXL�N6
<12 BLOCKING
)R NEWEL POST
) ANCHOR TO.
�LUED AND
IVLED)
OOR
JOIST
ts
if
LL
2 X 6? rAF
IN
4-
<
1/2" DIR"NALL
kn
2 X 4 FRAHE
Lu
-A
ALL
HALF
AALL DETXL
NOOP F16KETS 5FAGED @ 4" VC,
(5UARDRAIL5 SHALL BE ADOUATE IN 5TREN&TH,
DIJRABILIT*� AND ATTAGHED AS DE56RIBEP IN
5EGTION R512.2, FRC 2007
OFT�ONAL F�G<ET DETAIL
GUARD AND HANDRAIL NOTES
0 10 12.3 GUARD OPENING LIMITATIONS.
REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS,
BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL
CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 mm)
OR MORE IN DIAMETER.
EXCEPTIONS:
1. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL
OF A GUARD AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH
A SIZE THAT A SPHERE 6 INCHES (152 mm) CANNOT PASS THROUGH.
2. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT
ALLOW A SPHERE 4-3/8 INCHES (107 mm) TO PASS THROUGH.
HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF
THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A
POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE
RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS AS PER
FRIC 2007 R311.5.6.2.
HANDRAIL GRIP SIZE SHOULD BE IN CONFORMANCE WITH FBC 2007 1009.11
0 ALL OTHERS PARTS OF STAIR SHOULD BE IN CONFORMANCE WITH FBC 2007 1009
DDANSCO
E
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Flodda 33572
Phone: 813.645.0166
Fax: 813.645.9698
www.danscoenginee�ng.com
CA 25948
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TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND
BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS
COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING
CODE (INCLUDING 2009 SUPPLEMENT), SECTION
R301 FOR 12D MM, 3 SEC, GUST, EXPOSURE "C"
MU03ED (INTERNAL PRESSURE COEFFICIENT = ±0.1 8)
WIND ZONE.
THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OFTHIS DRAWINGONLY.
@2D09 LENNAR CORP.-THLS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM LENNAR CORPORATION.
02009-THESE DRAWINGS AND DESIGNS ARE THE JOINT
PROPERTY OF DANSCO ENGINEERING, LLC AND THE
CUENTON THIS PROJECT. ANY REPRODUCTION OR
UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE
DESCRIPTION
02.02.09
1.0 2007 FBC UPDATES
VERSION NO. 1.00 / 02.02.09
0 SAMUEL A. GREENBERG,
P.E. #34245
THUY H. HUYNH,
P.E. #60122
IRWIN J. BENSON,
P.E. #49758
ENGINEER SEAL:
SHEET TITLE:
TYPICAL 2 STORY
SECTIONS & DETAILS (MONO)
SHEET INFORMATION:
JOB NO.: 290127
DATE ISSUED: 02.02.09
DRAWN BY: DZ
REVIEWED BY: TH/AS
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Exterior Research & Design, L.L.'C. ,--I J,
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Building Science and Envelope Consultants 8RDV
Certificate of Authorization #9503
;,'p,
I �
ZTR�, EXTERIOR RESEARCH & DESIGN, LLC.
2 MAT
-M 00. TOON ROAD
Certificate ofAuthorization #9503
iia/
Cartificate ofAutharization 09503
I I ,�
1
f-RIIII4VIERD
I .
I
Certificate of Authorization #9503 WATERBURY, CT 06488
ROOFING ASSEMBLY EVALUATION:
___ _____-
�- _ - - - � ,- ____ EXTERI - OR RES � E � ARC � H A . DESIGINU-C.
PHONE: (203) 596-7884
S. LIMITATIONS:
FL CatrIFICATE OFAUTHORIZATION49503
September 20, 2004
FAX: (203) 596-7058
1. SCOPE:
5.1 This Evaluation Report is not for use in the HVHZ.
RE: Certification of Independence, Florida DCA Rule 913-72
EVALUATION REPORT
Product Category: Roofing
Sub -Category: Asphalt Shingles
5.2 Fire classification is not part of this evaluation; refer to current Approved Roofing Materials
Directory for fire rating of this
April 25, 2008
CertalnTeed Corporation ERD Evaluation Report 3532.09.05
1400 Union Meeting Road FL5444
Compliance Statement: Carriage House Shangle, Centennial Slate, Classic Horizon Strangle, CT 20,
product.
Blue Bell, PA 19422 Date of Issuance: 09/22/2005
CT20AR, Grand Manor Shangle, Hatteras, Landmark 30, Landmark 30 AIR, Landmark 40, Landmark 40
5.3 Installation shall comply with manufacturer's current published instructions, but not less than the
Jim Brandt
AR, Landmark TL, Landmark TL AR, Patriot AR, Presidential Shake, Presidential Shake AR, Presidential
requirements of FBC Section 1507.2.
CertainTeed Corporation
To Whom It May Concern:
SCOPE:
This Evaluation Report is issued under Rule 913-72 and the applicable rules and regulations
Shake TL, Presidential Shake TL AR, Kr 25, Kr 25 AR, XT 30 and XT 30 AR asphalt roof shingles, as
produced by CertainTeed Corporation, have demonstrated compliance with the Florida Building Code
5.4 All products in the roof assembly shall have quality assurance audit in accordance with the
Blue Bell, PA
governing the use of construction materials in the State of Florida. The documentation submitted
through testing in accordance with the Standards set forth herein. Compliance is subject to the
Florida Building Code and F.A.C. Rule SIB-72.
RE: CertainTeed Asphalt Shingles
This letter serves to document the following in accordance with Florida DCA Rule
has been reviewed by Robert Nierninen, P.E. for use of the product under the Florida Building Code.
Installation Requirements and Limitations / Conditions of Use set forth herein.
6. INsrALLATION:
FBC Approval under 2004 FBC with 2006 Supplements and 2007 FBC
9B-72:
The product described herein has been designed to comply with the Florida Building Code.
2. STANDARDS:
6.1 Installation shall comply with manufacturer's current published instructions, but not less than the
�
DESCRIPTION: Carriage House Shangle, Centennial Slate, Classic Horizon Shangle, CT20, CT20AR,
Section Property Standard Year
requirements of FBC Section 1507.2.
Dearjim,
I . ERD does not have, nor does it intend to acquire or will it acquire, a financial
Grand Manor Shangle, Hatteras, Landmark 30, Landmark 30 AR, Landmark 40, Landmark 40 AR,
Landmark TL, Patriot AR, Presidential Shake, Presidential Shake AR, Presidential Shake TL,
1507.2.5 Physical Properties ASTM D3462 2001
1507.2.7 Wind Resistance ASTM D3161 (110 mph) 1999
6.2 Where the roof slope exceeds 20 units vertical in 12 units horizontal (166-percent slope), special
Refer-ence is made to our Evaluation Report 3532.09.05 dated 0912212005, which forms the basis for Florida Statewide
interest in any company manufacturing or distributing products it tests or
Presidential Shake TL AR, )Cr25, X11`25 AR, XT30 and )rr3O AR asphalt roof shingles.
1505.1 Fire Classification UL 790 1997
methods of fastening are required.
Product Approval FL5444.
evaluates.
LABELING: Each unit shall bear a permanent label with the manufacturer's name, logo, city, state
3. REFERENCES:
7. LABELING:
This letter serves to confirm that the following CertainTeed asphalt -shingles, as mferenced in said Evaluation Report,
and logo of the Accredited Quality Assurance Agency noted herein.
Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the
Classified for wind resistance as ASTM D3161, Class F and ASTM D7158, Class H.
2. ERD is not owned, operated or controlled by any company manuftcturing or
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)
changes, the referenced Quality Assurance documentation changes, or provisions of the Code that
End Examination Reference Date
Underwriters Labs. ASTM D3462 R684 09/21/2005
Accredited Quality Assurance Agency noted herein.
Carriage House, Centennial Slate, Classic Horizon, CT-20, Grand Manor, Hatteras, Landmark,
distributing products it tests or evaluates.
relate to the product change. Acceptance of this Evaluation Report by the named client constitutes
Underwriters Labs. UL 790 R604 09/21/2005
Underwriters Labs. ASTM D3161 (to 110) 05/12/2005
8. BUILDING PERmIT REQUIREMENTS:
Landmark TIL Ultimate, Patriot, Presidential, Presidential TL Ultimate and XT-25/SK-25
agreement to notify ERD or Robert Nienninen, P.E. if the product changes or the referenced Quality
Underwriters Labs. ASTM D3161(to 110) 03CA12702 06/16/2003
As required by the Building Official or Authority Having luriscliction In order to properly evaluate the
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any
Assurance documentation changes.
"ERD
Underwriters Labs. ASTM D3161 (to 110) 99NK26506 11/23/1999
installation of this product.
Reference is made to FBC Table IS07.2 10 in the determination of the wind speed jurisdictions associated with these
ADVERTISEMENT: The Evaluation Report number preceded by the words Evaluated" may be
Underwriters Labs. ASTM D3i61 (to 110) 03CA12702 05/27/2003
Classifications.
company manufacturing or distributing products for which the evaluation reports
displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall
Underwriters Labs. ASTM D3161 (to 110) 05NK22800 06/22/2005
9. MANUFACTURING PLANTS:
are being issued.
be done in its entirety.
Underwriters Labs. ASTM D3161 (to 110) 04CA32986 12/03/2004
Underwriters Labs. ASTM D3161 (to 110) 04CA11329 05/24/2004
Contact manufacturer or Quality Assurance Entity for specific information on which plant produces
Please contact our Connecticut office with any questions.
INSPECTION: A copy of this entire Evaluation Report shall be provided to the user by the
distributors be for
Underwriters Labs. ASTM D3161 (to 110) 05NK14836 05/22/2005
which products: Avery -OH, Birmingham -AL, Ennis -TX, Freemont-CA, Norwood -MA, Oxforcl-NC,
Sincerely,
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any
manufacturer or its and shall available inspection at the job site at the request of
the Building Official.
Underwriters Labs. ASTM D3161 (to 110) OSNK07049 04/15/2005
Peachtree City -GA, Portland -OR, Shakopee -MN, Shreveport -LA, Wilminton-CA.
-- � I �
other entity involved in the approval process of the product.
Underwriters Labs. ASTM D3161 (to 110) 99NK29506 11/23/1999
Underwriters Labs. ASTM D3161 (to 110) OSNK16778 05/12/2005
10. QUALITY ASSURANCE ENTITY:
1 � 11
. �. . ..
This Evaluation Report consists of pages 1 through 3.
Underwriters Labs. ASTM D3161 (to 110) 94NK9632 05/15/1998
Underwriters Laboratories - QUA1743
/,_���
I
Please contact our office with any questions. .
b
Underwriters Labs. ASTM D3161 (to 110) 10/03/2003
Unde rwriters Labs. Quality Control R684 Current
- END OF EVALUATION REPORT -
Robert Neminen, P.E.
Vim Preside t
Sincerely,
7ared
__<�,: _ �
�
4. PRODUCT DESCRIPTION:
Florida Reg. No. 59166
Cell: (203) 809-5614
�
Robert I.M. Nieminen, P.E.
4.1 Classic Horizon Shangle, CT 20, CT20AR, Patriot AR, XT 25, XT 25 AR, XT 30 and )Cr 30 AR are
fiberglass reinforced, 3-tab asphalt roof shingles.
Emil: robermieminen@trinityerd.com
Florida Registration No. 59166, Florida DCA ANE1983
4.2 Carriage House Shangle, Centennial Slate, Grand Manor Shangle, Landmark 30, Landmark 31)
Z___�
AP, Landmark 40, Landmark 40 AR, Landmark TL and Landmark TL AR are fiberglass reinforced,
Robert Nieminen, P.E.
CERTrFxcATioN OF INDEPENDENCE:
laminated asphalt roof shingles.
Florida Reg. No. 59166 I
1. ERD East does not have, nor does it intend to acquire or will it acquire, a financial interest In any company
4.3 Presidential Shake, Presidential Shake AR, Presidential Shake TL and Presidential Shake TL AR
General Manager, ERD East
manufacturing or distributing products it evaluates.
2. ERD East is not owned, operated or controlled by any company manufacturing or distributing products it
are fiberglass reinforced, architectural asphalt roof shingles.
Cell: (21)3) 809-5614
evaluat s.
4.4 Hatteras is a fiberglass reinforced, 4-tab asphalt roof shingle.
Email: robertnPexdesign.com
3. Robert Niernmen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or
distributing products for which the evaluation reports are being issued.
4. Robert Nienninen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in
the approval process of the product.
Main Office: 2412 7" Ave W - Suite 101 - Seattle, WA 98119 - Voice (206) 467-OOS4 - Fax (206) 467-5840
ERD Evaluation Report 3532.09.05
ERD Evaluation Report 3532.09.05
-OUILDIN-0-Knk-sc - 1. 1 - � -
.k CH.. vu�wl�cofitsu;,T*Ttclk
I
Laboratory; 600 W. Nickerson St - Seattle, WA 98119 - Voice (206) 298-3620 - Fax (206) 298-3130
FL54"
FL5444
- -_ _Rk&W - ,,
. EIRD East: 2 Matt- Road - W.terb-y, CT 06708 - Voice (203) 596-7884 . Fa. (203) 596-70SO
Date of Issuance: 09/22/2005
Date of Issuance: 09/22/2005
MAIN OFFICE: BO YESLER WAY. SUITE 200 1 SEATTLE. WA 98 104 1 TEL: 206 467 0054 1 FAX:206 467 5840
Page 2 of 3
Page 3 of 3
CONNECTICUT: 353 CHRISTIAN STREET, UNIT 13 1 OXFORD, CT 06478 1 TEL; 203 262 9645 1 FAX: 203 262 9243
.
LABORATORY: I 0 MAUNEY COURT I COLUM BIA, SC 29201 1 TEL: 801 988 813 3 1 FAX: 803 988 81 I I
. Miami -Dade NOA 08-0423.01 .
Miami -Dade NOA 08-0423.01
I
. Miami -Dade NOA 08-0423.01
�
.
�
6AIAMI-DADE MIAMI-DADE COUNTY, FLORIDA
. METRO-DADE FLAGLER RUILDING
ROOFING Assmmy APPROVAL
I
LIMITATIONS:
M I A M I'MR, MIAMI-DADE COUNTY, FLORIDA
M
I
I
BUILDING CODE COMPLIANCE OFFICLe (13CCO� 140 WEST FLAGLER STREET, SUITZ 1603
.
METRO-DADE FLAGLER BUILDING
ROOFING SYSTEM APPROVAL
PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563
Cateiz,ory: Roofing
I . Refer to applicable building code for required ventilation.
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SME 1603
(305) 375-2901 FAX (305) 375-2908
NOTICE OF ACCEPTANCE (NOA)
Sub-Categor_v: 07720 Static RoofVent
.
2. The installation shall be applied in compliance with the manufacturer's current published
PRODUCT CONTROL DIVISION WAMI, FLORIDA 33130-1563
(305)375-2901 FAX(305)375-2908
Cateaory: Roofing
Sub-Cateeory: Ventilation I
-
Materials: Steel
application instruction and the requirements set forth in applicable building rode.
NOTICE OF ACCEPTANCE (NOA)
Material: Aluminum
Southeastern Metal Manufacturing Company, Inc. �
11801 Industry Drive
Jacksonville, FL 32218
TRADE NAMES OF PRODUCTS MANUFACTURED OR LA13FLED By APPLICANT:
3. This acceptance is for installations over asphaltic shingle roofs only.
Florida Metal Products Inc.
P.O. Box 6310
4. Weather Vents shall not be installed on roofmean heights greater than 33 feet. I
Jacksonville, FL 322346-6310 .
TRADE NAms OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT:
SCOPE:
Test Product
Test Product
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
. Produe Dimensions Specificatign Descriatio
5. All products listed herein shall have a quality assurance audit in accordance with the Florida
SCOPE:
Product Dimensions speciricatio Description
The documentation Submitted has been reviewed by Miami -Dade County Product Control Division and accepted
Weather Vent Vent: 4- 1/�" x IF x 46" TAS 100 Galvanized metal roofvent
Building Code and Rule 913-72 ofthe Florida Administratiw Code.
This NOA is being issued under the applicable rules and regulations goveming the use of construction
RV10
by the Board of Rules arid Appeals (30RA) to be used in Miami Dade County and other areas where allowed by
Deck Flange: 24" x 52"
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control
Aluminum 7-SY." x I 0'-O" TAS 100(A) Ridge ventilation system
The Authority Having Jurisdiction (AHJ),
Thickness: 0.0217 inch.
Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County
Ridge Vent
. DRAWINGS
and other areas where allowed by the Authority Having Jurisdiction (AHI).
This NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product Control
r EvrDFNcE SuBmiTTED:
.
EVIDENCE SUBMITTED:
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Test Agency Test Identille Description Date
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
Test Agency/ldentifier Name Repor Date
ROOF FLANGE
Control Division (In Miami Dade County) and/or the AFU (in areas other than Miami Dade County)
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
reserve the right to have this product or material tested for quality assurance purposes. If this product or
Center for Applied MTS 257414a TAS 100(A) September, 1995
revoke, modify, or suspend the use of such product or material within their jurisdiction, BORA reserves the right
FRI Asphalt Technologies, Inc.. TAS 100 SEM-002-02-01 08114/03
material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing
Engineering, Inc.
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
I
and the AHJ may immediately revoke, modify, or suspend the use of such product or material within
mateirial fails to meet the requirements ofthe applicable building code.
their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade
APPROVED APPiAcATioNs:
County Product Control Division that this product or material fails to meet the requirements of the
GENERAL LIMITATIONS:
This product is approved as described herein, arid has been designed to comply with the Florida Building Code,
�
appficable building code.
including the High Velocity Hurricane Zone ofthe Florida Building Code.
DESCRIPTION: Weather Vent
�
Deck Type: Wood
� .
.
This product is approved as described herein, and has been designed to comply with the Florida Building
1. Refer to applicable Building Code for required ventilation,
Deck Description: 1%1" or greater plywood or wood plank
Code and the High Velocity Hurricane Zone of the Florida Building Code.
2. RVI 0 Aluminum Ridge Vent shall not be installed in conjunction with Gable vents.
LABELING: Fach unit shall bear a permanent label with the manufacturees name or logo, city, state and
.
DESCRIPTION: RV10 Aluminum Ridge Vent I
following statement; "Miami -Dade County Product Controt Approved", unless otherwise. rioted herein.
System Type A: Mechanical attachment of vent for shingle roofs
.
I EXTERNALWIND
3. RV I 0 Aluminum Ridge Vent. Shall comply with applicable building code.
RENEWAL ofthis NOA shall be considered after a renewal application has been filed and there has been no
Cutout: Mark a 3Y2" x 46" opening centered between layout lines and aligned minimum 6 .
BAFFLE
LABELING: Each unit shall bear a permanent label with the manufacturees name or logo, city, state
change in the applicable building code negatively affecting the performance ofthis product.
inches from the ridge. Set blade to thickness of sheathing and cut opening. Brush
and following Statement: "Miami -Dade County Product Control Approved", unless otherwise noted
4. RV I 0 Aluminum Ridge Vent shall not be installed on roof mean heights greater than 33 feet.
TERMINATION of this NOA will occur after the expiration date or ifthere has been a revision or change in the
away sawdust and debris.
herein.
materials, use, and/or manufacture afthe product or process. Misuse ofthis NOA as an endorsement ofany
Installation: Vents should be evenly spaced on the rear slope of the rooL
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has
5. RV I 0 Aluminum Ridge Vent shall comply with 1517.6 of the Florida Building Code (FI3C)
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
___
0 --i-- li-_0
been no change in the applicable building code negatively affecting the performance ofthis product.
with any section ofthis NOA shall be cause for termination and removal ofNOA.
Center vent in opening and set it in a 1/8" thick of asphalt roofing cement. Secure
0 . 0 &
TERMINATION afthis NOA will occur after the expiration date or ifthere has been a revision or
ADVERTISEMENT: 'no NOA number preceded by the words Miami -Dade County, Florida, and followed by
vent to the roofdeck with 1-1/4" galvanized ring shank roofing nails spaced approx.
change in the materials, use, and/or manufacture of the product or process. Misuse ofthis NCIA as an
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
8" o.c. and I" from the outside, edge of the, flange. Use a minimum of I 8 nails per
endorsement ofany product, for sales, advertising or any other purposes shall automatically terminate
be done in its entitety.
vent. Seal all in"s and vent flange with an approved ASTM D 4586 roofing
0 0
this NOA. Failure to comply with any section ofthis NCIA shall be cause for termination and removal of
INSPECTION; A copy ofthis entire NCIA shall be provided to the user by the manufacturer or its distributors
cement. (Sw drawings herein).
NOA,
and shall be available for inspection at thejob site at the request ofthe Building Official.
.
Net Free Area; Refer to manufacturers published literature
ROOF FLANGE NAIL PLACEMENT
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
. �
followed by the expiration date may be displayed in advertising literature. Ifany portion ofthe NOA is
This renews NOA 03-1008.02 and consists ofpages I through 3.
0 0
displayed, then it shall be done in its entirety.
The submitted documentation was reviewed by Alex Tigera.
.
.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
-11�
I 0 * 0 0 46 0 0
distributors and shall be available for inspection at thejob site at the request ofthe Building Official.
�
END OF TEEIS ACCEPTANCE
This NOA renevits NCIA No. 02-0913.01 and consists of pages I through 3.
The submitted documentation was reviewed by Jorge L. Acebo.
��
- NOA No 08-0423.0t
Expiration Date: 04115/14
NOA No 08-0423.01
. Expiration Dnte: 04/MI4
I . NOA No 08-0423.01
Expiration Date: 04115/14
f NOA No.: 074105.06
�
NOA No.: 07-1105.06
IF
,� Approval Date: 06/05/08
ECOUN Approval Date: OW05/08
1
IDE §1 I
JiVIDE §1 I Approval Date: 06105108
Page 3 of 3
Expiration Date: 01/31/09
WIN
MONAMCOUNTYM Expiration Date: 01/31/09
Approval Date: 02/14/08
Page 1 of3 �
Psge2of3
I Approval Date: 02/14108
(!P
,
�
1
I
.
Page I of 3
I I
Page 2 of 3
I
Semco Off Ridge Vent Installation Detail
Center vent in opening and set it in a 1/8" thick of asphalt
roofing cement. Secure vent to roof deck with 1-1/4"
galvanized ring shank roofing nails spacing approx. 8" o.c.
and 1 " from the outside edge of the flange. Use a
minimum of 18 nails per vent. Seal all nails and vent
flange with an approved ASTM D 4586 roofing cement.
Cutout size 3 1/2" x 46"
� �
I
Vent Base size 24" x 52"
.
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. I 1, Win. 12" down from ridge line to top of vent base
. , 1-1--.1-- ...''.. _,".�.:�;.1m:. . :
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APPRovED APPLICATIONS:
Trade name: RVI 0 Aluminum Ridge Vent
System Type A: Mechanical attachment of ridge vent system over asphalt composition shingles
Cutout:
Truss Construction: Cut shall be 2" wide, and length shall be 12" (plus overhang
length) shorter on both sides of gable end or hips.
Ridge Pole Construction: Cut shall be ]IJ/4" wide, and Icngdi shall be 12" (plus
overhang length) shorter on both sides of gable end or hips.
Installation:
Install end plug on the end of the vent scaled with 100% silicone sealant. RV I O
Aluminum Ridge Vent shall be 4" longer than ventilation slot as to provide a base for
the end plug.
Apply '/4" wide bead of 100% silicone sealant caulk to the bottom flange ofthe RVIO
Aluminum Ridge Vent sections close to where roof hole will be after vent is installed.
Align end of first section on the end marks and the bottom ofthe nailing flange on the
chalk line (4" down on both side of the ridge peak.) Nail the RV I O Aluminum Ridge
Vent in place using I W' aluminum ring shank roofing nails 6" ox, with the first nail
1%" to 2" forrm the vent end, All nail heads and vent section joints shall be sealed
with 100% silicone sealant.
Install Florida Metal Products, Inc. High Wind Straps over each end of ridge vent, all
connections between sections, and at a maximum of 3 ft. intervals over the remainder
ofthe vent using four 1-1 1/� " aluminum ring shank roofing nails per strap.
Ridge Shingle:
None
Ventilation
Calculations:
Refer to manufacturer's published literature
Minhinum Slope:
2:12
DETAIL
�__ 5-3/4" _"1
11
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;� �, '_il-_1�/2"
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t-__ __________.�
7-5/8"
RVIO Aluminum Ridge Vent
END OF THIS ACCEPTANCE
.
ARPRO',ED]]
NOA No.: 07-1105.06
xpurat on ate: 01/31/09
Approval Date: 02114/08
Page 3 of 3
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C e T t I i n T e e d S h � n g I e A p p I i c, a I o r s M a n it a I CertainTeed Shingle Applicator's Manual
------ IsT Codrom Few -secomm r by vitlying A fog shar'be, Alrb, I AT CQUWz.tpp�i 3 U shingle 21 the 10W 14 corther of do INTO THROUGH 5TH WMF$ DANSCO
ONE CLEAN-01ICK APPLICATION METHOD ONE ROOF -OVER METHOD FOR
Here's a rx, I.- Ain -or firm ..1, tde ifinsh with dinumtor E."a. M i8b) Here's a TjP_&WhNia4 aftuyva ma offansw ooivow,�rnmm .1'efffe"Iftan; 4,496-wilsohiff A.", (YA=bfilt*fip onf. 1421m, Ina lovirr N* ad W odst he " -M 62 edge$ of 6, CAUTION! Fuhn. in fonciA brarrictions siopm I -i hishiv Itill bring ENGINEERING, LLC
Ohnneirsjor, drs, top, to baisrAhilbohlonesdIef0bler) I- -r I- Ive, (I tatit risen p to birds D- L Bhinl(Ahoukkah, W)Cruy analAwAlm"I.IQf(W. FO METRIC DIMENSION (13Y." x 38'A') ENGLISH DIMENSION SHINGLES %!!her Ardms, -. Anothoorkt pamew
1. twee -Tab Shinees 28D 11) #10 COURSE: Lnj_,�,_ Imuftiated Shingles IND RA*0 LANDMARK TL 1131/." It 40') DIE
TMI%H 51111 VaImt SVIROL S PREPARING THE IUICN I, Lot 7'aff the IA d.f die list Ilingle And - thin id- I.,
t Sth I- � ____
"AMR COURSE: 3, bi Allesegn, couses -fteme Ifist none skingles but 6011A The risibbe L=&.rk L.Wk Phis, Llmdmuk Vmmim., CNITITIRIAll N" A, too- mrstrudi-top, 1-5 btfam will bring SURW FOR ltiomimo I,*, v *..*& the 39, kq idect, aw And Ali"" in, arst. Mr. P.O. BOX 34M
Win the, 0 V* 4 the ArX-octicso -,him*,; ad CxT.Sing IN, am �",Gdhm' 4th ',J ingle, FOr this, inad a acreodbag ooureos� align the top edge Apollo Beach, Flo6da 33572
1 1 cl- roslother And my - -IA--dnc pad -Al Fro-Cmill 9146001111, IRMCIF,
the 1& 4 of I standard niree4alt sbftk, [ben cositity; off At,triff kAod veiv free, Lvldffwk TL Uhurim, L%uhrialrk SpecW - Impact Resistafrft,, Num"", of the shinfli, . h-ppiod idr the laron, c,* fAd skno
lc`� coomse 55A, (F*- 11,15). - , k,,
1101:04 ; 314 i- 21 .... he rop of the - *ngls. A. .1 anat-res- 4. Repren, drs, lerocedirre 0 rainples, it.- it comor moross 1. 7.9 the tell end hithis first ishaire And M his; plect, for later onorth shi.itle, in the then cocarse� RepoCuft a liontow. -photed"Od ra I'
1,tatotr� - I 2nd shinnite; Are vixittile bear, orrahHe'eii, the cof AbO&ICape, "'NOO&COlve RMUA- Apply die W piece cina ad Above die ff,. -ishintlin. PUFAMAG 11118 DKK: AS Phone: 8 13.645.0166
veth.shinighe �',Ioaraorr (to it. ITA Cord) h. The promems, Inat Apply-dorkyriant . reported. Coreninfeed aggesis, doo st IAI. irs 2 josid idea k, cir Old shvigie, bvA flish to the taine, 2, Oa 1�' aft the fru shingtor of the third crannie ad wx INA far
rmorrw� Fatte " othrm 5 'V. This "veshol I, ArI3tAbi= Fax: 813.645.9698
2.0A,61 of felt idwil wholhodie"i is her, ft mottilitabl. all"naw" LM He on4a. 5' tA TaGm. of the firsicrisse shirdin Invited - oppliell Tor I I Ore rall ionderlity- And hat r, finArdlit the 24 knog Fee 0 Ovor . red A I, c or, At, . d.
YFANDAIM Onk SAM 51011il UNDMLW&EVt' liftnight pieveoverthe firacours,. yaw overm Ofisidadit widerfirit" bit
YOUR 08jfa I v#- install'swin. 11' .,haw 1. Mg- 11-43 sling Ali Abi011es Rp S, I I - 17, Rail W Ahohiol to Whiderfimmul. Von, Ister, sif shurgir malettlainvera stmestiogAUDIA W 11 ir - 6) we suggost don last apti, tra'solon-sm" drip edge Ig the Mr. shimple,
-noterlAymeOr' -noting ASTAI Diffirii Tipe, 1 'yordard, isitoggetAvd, asinimm the eighall PoArm in "Sonficit 1, , Thli =14 I., doe holove couriff, Ilds. ad .9 will. ihingles. hister, hast wids th. hot edges INSTALLING ENGLISH OVER METRIC To karis LINT (firrecitpirweriurejon, $Ar$fAhSTW 0" Applied ow the ftimiled Illikswer(loal IF Also 4W 14" hilline, fititsbaill durfor, himer -at b, ImaCcAll, rapdred-Apply Him ad urnmrailded. ,kimt Andl es,"� co"tairu lifeento of the oidshnigift , Thhe shy 3-AppliTho jrvInash, rometred 14'tonne yjace trs,taod ab-o in, www.danscoenginee6ng.com
7'0 West, lifte, instarlit"If Crarolto0s Rrol-"Sol'O", slabildle?"If", of RhatfiltoAlf, is wirboing Out crhrrsriiftre� Thento 'Som. It" shingles Ana, to Am of the M sbingle, (Figury 11-22). 14piashated sirthIlfiles is e # ship thadlates 49 orsAvire, 61doploi, 41 be rsrreirly Altered proothim. tod- sand'ought *Ah. -fli brip p- mve, shoutle. CA 25948
Preferred. brated-up IgIonsit Are I".1rogleA I - knumober. the Frairl 0. thil-ri c- antra IR . ol.. As Atennosburgion, an higar by shoot ZO percent dra slandudsibse EVossall Afthill" 5W (143 Ina), fog, seeldit; model the Abbigh,
tbree -tab "e strip Shingles CHIMNEY FLASHING AppItt W preAtonalt rained 14- 1.99 proton - mdbw the i. Apply Ili, Froti-rh remed 7, hhd p-, frou the s-rd
"I Fit possiho W the mm "Ill of the Iva This SIR hop hold flit fien, shunion, TO malte,, they ineventrie 13IJ4'bs 394', The Audit tANDMr satim woogwr sawi, V(21m) durd ense-Airingle. �_ - ad Ab., the intorth-o- shongto
- ----- " STAK UISPERJAYMINT, Ore, Isto, ib,,,01 the CAUTICIN, U- of other anefirands unry rNsionift I. "NfSTIW (OwtmfD WITH THE RYE-CMSE
Wasapa-in Shing. Uriddayintair it, estatiI [my- soist, 4 St)GCEEM6 COCISES: -tirse Short dm ad procick, good protection vang �Sad dwgW of new, sborld. -parnol to stiadvil shvigh. Is LUD"rVM AND LAWAAAr TL BLIMTI s�Apo", 4� Apply the prodititaknervereed lips piece Hen the second 5. Install & fad sbar* agurot the, rhifirt edge of esch "Idi, In
EMU$" OWNSIONS .06, (915 m) �& felt thdogle rowlesbareal Who Pr 1485 Md) -A I t Repishi the stbary his"pars plocedisre up )be Oid hishil Ship TIME" bl-A, hkb couldneat A do, sondf edge, pandlitilftly 4 catecting . Itm, .- .1 a. roof at . Mo hent, Into I- ems, it Abner be Itmarth-coust, Aftho objecido"hiet paintem INAINDW MONO r$F= AND WRIENS'll
onest be apilad ow the cowe, reef - 0,_ 4. 11yun, Arco toung ifth, edge, let The singer adisigli, eIttend cor mr The fraith 41"disatiMle her ritrookir is Get, Ike twining me" for I one, slodegiben in hint on R fiber f,4% hast TO Proadde 4 China A 9 ront " five- Reershisher U coures. or. shingles,,
2� Cowne, r-- scrosA. die roof reeng finh Adinglee. caneding Ili. __ 12' by 36' Aleargle, answid FAT rxfivg� Depeadhin, -N d- Thr-duet, the tunsidand Imkid 5 West -fog the *A nine .1 esch shimplear STARTER COURS11. AHM� Nestling 1, porrefittindil -bridgling'shothodsilien teroofter, rat. to' ehh,
WSK H0111011 SNANGLV PATRICIT", Till, ROCdF JUMV MUST N.aMW- 41 (9 Smith) thick P rise edge ofthe tAbo And entries by'/V. If you are w oking drip 1. If. Chintafleil StArlor (pre-cit Io'. 38-W). or th-lab Wit- I-- iteming 4.AA assei, beer, A I_k, hru'revening,
so riml breonfea 4 40M MI take, 1dseAVLpo Of the bit MADIC tsin cripecentere. "Gri is 70 implr� 80 rVIL 99 00, or I Iq oah, Note: SO, Wind com tha.149h bNe.
X7- 30, XT- 3D It XT-25, Ct 20, & .1 The hru"og of Am oier a Intl wrAnty hochohnsee, rep, v $0 ph, 90 coph or 110 Too, imbein folloal aiding shingles And de, low, Usb pnrfi.. Tersonsed. He are thu
ph-rd, ., �/I t, 0 1 nori) thi"A . -a-ved I' U5 HAV-11111I ffiffHO o4g., lefient swor sholfle extend -ep, rhe take ad teres by 4/11. Flir- thtstAntr shboSes W It tmq 7 1W in bright ttip" LT-Y), described hot,., I, Au catty Apidirshost -spinuiol, arpla, morp tor"IfINUIlAll vp To R(M)PI
AURIC Dt#MtONS dU& ood deck. 5, Thimil, lie Monte, cramse'slooll (he AsmushvKe propued fth it mlIA placed th fit commeasso bond Ouhrig W. (sw !F.S�Fttti) CoNmfLNG UP m "Of. shinny. Aithr 5�'.Inonace_ If yont rowring. different type �r 1. Ii.immomggror irkh . bill shftgjhe� T- the h-- jonnero,
CT 20 AND XT'30 COW WUTMR CLINEAM (AiJ, S101ifishAabdOg WianiGnArd r(75M Shingle I., or& troare L-SIsse -Apriente, areon; AM, I, flgamong win Amb a fun sidglic, minem the fit"Aurv- pom, up Ike, left "he
NAIT" saiie, J."Al 11.9 c_-I is -a Montreal, orc-14 to Nomp ship.), I r, "Work ng
mathir-lbeal Ngoinnim Foot vathdish pb, hinjes Arm a-IydeIo proo-t Aiblo_7. do this, nnittlyroot ifffla, fersbage'dunfoll oldidoette,
.fog pirtsiocts tstild"PO vftdKwc "Ad Laminuiri "* bw the 2. Fat in flie -f as stopped dwg.w INA- -Is
In f O,�. "Whyl. - "good, or beirer, qnshry rc 0 sponeltri. . armight, -ronterodell sh-or do," is. P,.i, 2. F&W laimtos. Across dint roaflan. SuMpoid doilsoral hodtiom toming virect they Are IAppod I- th. Z`4'by the.- sbiir� Thes pt M AMIii. Thr nor M cnrreism�,Idit AQM.
M--sasth. II-4foring. i-, od,goo", te �nd "Art". ISr CrAhill WNW lArshimi; M-On�o wwb Qa� Miton, Apidellesell, W it*-, .1hich Credits I'V Irlife innifibill 'Busm, SIWvrS*gIo. 7 Bfy-4
��"racgnri.. I`11=;__1.__11__ 1. The first comorso, Jg smadee of 10' by 36'shiper nowhe bleating 2".ff _Nni and sped.4 forem.1hed Clad-boad lumanifing Eg. 0� p(TI nor ra ohmsts - - - - - - - - - - - - - 119 -cited -ppliculon, Ina Inadds lifted Mg. ad sismors, MMIMNII Do mot Alp jobilt fhinifidei clost, in. 5 1- CD
prodoos: does, highe, -)it NE 1. 6. --g-d mum%: coro., OAsinsa flaslang imost be irsed In help o__ /A to b... of On alm, ciftnegal., shirtieks. Fit- 13- 1: 111op, lkf�,Ahamm struilin - -- - -- -'r 6� - -, 1, - -,
Allnftht,,�Tmcdcm, A.17 10'sinpe.flo) hm4V (mest).Vimst It ;r 'w smodia CD
All cArtshoTted fle-tab shingles - -k . haw objecis S. lessons, r ... I Lihislaark $pftW IS Impact forliften: ad is specially arearilia. TU ROOF DKK- MW U AT UAW, W Mi MI their Ln
third fth A readfrruesd filarglas -1. 1. areet UL 2'118 ClAss 4 p"ondl, - vre, fly -) shol, sion-ressers; 1' 125 Ili. 31A'frow another A- ------- LILI
d,LAmAA,hoto Si-r. "viv. Shia "hwittrantrp UkGf.%': Hisitc sielmig may be doi xllrirido� -Applied C!
go 60itst oran -I, f-orl-dit, sodatay be fiertherdelayed by -b- dog 64 theater rembiresses efflail, pi. it is id. .1yel OAOAACOL mmm) 01 WIT dock ONE ROOF -OVER METHOD
ISO LVUMz NOTRI latsdomarkSpeolk Mug be deor ton, rip. i3,9t N46 e4-WsAAnN&o Ahm - 7118, in boo FOR METRIC DIMENSION AND z
'Unfeasermide into I to LANDMARK TL SHINGLES
A11�04iminfiL Ef Aney'limid" hrit so)r "Ithetj An, we / 1 1 1 , I .1fosers)iTisliturrhe t12213 raO& 11 ustronstili-consionaded COLD UFRAMR CWLAHS (AU SLOPES)i iinlynir Ifinter(hrad C:)
asloarsonemes, Q. 6� off the M oul .1 X foll ,,I*, No% dreeop 0* a this '?, 0 - v
,it - is owelly ;eurId. had "Alintit rhesy ho vereseary & Finish Ori, I Z, hyycr Piece Of Aftwe UP WON an, boom N* of no, 4 lbart ontdresimmot v shissgiles roult frist ITT 30 Ili 'fifto be bs Spandsav 1, strongly ,here- Store a a i, Par the firm Anrlo,, thin, 5/$` f.. ons, side of the suror Anangles� U)
�Cm_ JR- 6t, riz simmalt, in, hirmi-esisth -4
cAvrim To P",sar cruiring, shingles ment be sufficeraywro, do*. . fim. old f .. In romrsis (RiFierm 1i -2J). minstined on An InTs oil ridges. Sonat Roma carricisat, not postnthility olln" Inuld-tip. 3. Apply dm reassamp piece ha hirloree left ecamer of The rooE
nuindso-d tfth. iank-ed A4.gk, .- torrect 112218 Alto. proper I.-Atig for inpor odges ad �Abe. STAMIL COURSE, I onneudifor th"oof"Cim As carrildimot 1. U1 2ZIR CtsAA4 �kbmw The shingles .0
il- 4 bal trosiastore Ohirig And is abs, Wil-Opanant. A ulltcfr;xd�.4s�,uw(lo,x58�4��or4uovx�mn I - -fqOv_ ToilicAl 2, b4soune, of the fv% 'trionso (Ptilly) is 3'. All evoceArling r Nopur Mislay To$ mIdq)Cm RASHINC� CortoSion-rosecas at-brog Cast be Ased to befir POOmm, make turn III- in Gs, rearmeniting the Odmin And Case, Strip 6
'Non; IU30 Mi- le- hmr&J,d deck in. roof- s- .I-- will ibilifica, exposin- of 4. Ltsting .. I (Appered- logm -lot a Twifisatt, k Ims.11, Another rnal, A cal AT ada, othe, in behi tonotd. If nor nstirt; ddp inla, madre OK to- ;> U A %q
9 sharrillim, in non -.tied - d-. the hilitchsim infierainneort, 0 ID
conAst"tif nare AbOplet from hich a- lomeredis b-berm Lawashrit TI, 110.4. himobloo be-. & purified hall 31h..
to."A by S armist.roof.
Aers) ri rhom. Lt. Ul. 22 l8nua. It 1, -notilly -ned thAt do. wal- tortsestic pTerecdonn. 1AI/ Iti-Lasidowe death cloolliblins km bilm of stwilid An, pho�ndi niblects flon, pan 1. th. tell fitemb stances slaingi. fin, the -q,4 the ro- < Cal
Impact "'Nsual �ap shinglee ativie, floso V Y, I I Sir*& III rb�v far V'& .0 Sanwhemiss Z, 1-la-2 1* """hea" SRAIJAiCkAbrut selling am b"IA12yed if n1thoplies Are, Applied
or-. $40 AINTU SUCftMING (*IJRSEi!
hundled cmf hip ad ridge, &,ame no-o oureor, - mot ch.- I.afro'hist, -.at z
a
nI4'txj 2. lithdialid off theJeolihol diedexAmdAeftnand ithilysillin knor v1d, Also curptiou of Lundinark TU, road cut v"p Are, preferred on 1 nndhrr Ashil -Y be fitioner dithesel by Andsme. dust -------
.-&"he -1 sa -Pliina re LL 22 16 11- 4 eireent (tri. oradhad v) a lop- jeet *a v 13 in order . hicteAse I be 1, lie& the ApTivoirlov of shic-otitiol; ecorsis by Aftervirl $be one, r(jisry I I-zj Am-)lhir am alsied a'. 36' by Cer-Ifted u1ser, applysig these Abashis, " -Ibelet Accurneftion. ff Army 1mog1hS haw Test "Askil afteir A onsonabis HIPS AND RIDGES - _J CO
thisill ON, Owner rMil 0 LIL
81
-d-41ro. ,a. redisitteco. 1. sons, cAs-, ilts - be sto -piable c`�, .1 fill Alto . and 30'shfiners (G'aff the leth it) Ip flei it, dram "Eiplylial; Lassitlaark M hoscits, chostaim Line perial, himm'd Ataling am be necessary,
petrive, kIt thers Art, rLIAA he .1hrith cerhoreftoeq .11 - Inks "-/, *AA,/ oraekt�rnfisehdq 40�
2 ,,, u A Abigh,ctilition, (Hgost, 11-22)� A semonined arele "no Is typicalb, impineed 5MC to the Walker, Saloys a- Rho acepok Wow nfleo Are M necamenomohnifin,
-`ge 1,1 ,is"1"`e rflikinto "ll "-to* stAirw-wip shingles werig Ili, eatts, CA I, ITION; I. p ressam ,.+A,,r s It hildes ma net be sofiftl volb, neacAS
A 0orrefted ehirostirt, C40 busy the alaaernist ofithe (fiits1146) I* edge vatfiestenred inifil tW,. rai Win n 12'bi, 36"Eglinit-diamemonnsittiffile. beer- d2temalihil �bcmr hand I.. the .1111. Nafim - rienvival FOR HIPS AND RIVAS 00
2. Fastion, the On shisiffies dth I[.. fismortO. lonneart; 6. 'Eim-brid The ithifte" (Fifflons 1143) Athos a biriffeed TOCIAW OUSIS, Inatlerserk 17, be- da, on.lurronewdbahlie - hAddle und 0 Allbet pitoper finniming for bits", thillres ad '-AlleFs, '%_ 9
Appliod fiog, empesiAlly 9- mith Ad., fintes, art I,,- red- STARUR COUILS111
shingle uIrtity, to "irl Mod lik"016, N Sitting Knd hre 3. thunion the, 3irphoessrilAbbight vitag lb., hanterners, Ktl* ftistrin ShmeldnI bilitt heft ow bock to the ainim a P/8' n Imananers, for Lmxrdshmm�k III shiphe, an no Allosited, WARRAIS'no Depending mr, th. predict, th- Ahingine Ares -rand %ad.. Stop shingles hear An Acernsid Abid- Ii. that I, desighed z
z"oss, I Fichro'c or, ters And na, lop Z Uj E
_y fivendhi biArinedge of thoshmArion+ isr COME: Apply. 10, udsd the lOmer Its Conerster of the stater coh- ri Useed. This Cublot, IT. wile. of A. firstrimorms, ST2AWAM 01 STEP SWR C"$XfAYMM. linalight Want deform And ouarod byfire orhan ymf tst' "lles, hismaing 5, by V�ffips. shtilden. Snaps, Wilu.,Fdre pre -cot line, ad W z
Toof, Wes fich With Athe shIrria Were, ftsmar 11-)6). 4. Afip a top Is. with betionof old shmild., dootch brovidial rap phsosm� symardLable, Stadium. Lt.. rearpored
shingles to Ineeidej, vil *1m, helps led- ruminsimems. A sluter, tondorlityanneoP monfiriffASIM 04669 Type I standards, is alinement Suresurt prosecdo., Sm & smersomy ad for spodk dennis rand
Ann ia IND COURSE: Car 69t1fi, (ItAffirl. eith) .0 the Ineft orod f."Wingto CONUFLEITING M IWALLAMON; Coatiewts Nook" seftept-, swilaelen-, or RoodEl is she W RM carmAo, or One Instate kift cartictovedomfOrg IS 2�
= mcnonlop AMONSIS And vatimilk If �
.1 A, preferred, And ewnn I/e It drip obse M literL or iv 0 go ano ehip Is
US, Unatut ft. gle, flesh gg
viniamet1him"Amew": "hu"' Md VOY the MmAuft Idis. ONIT the Th"Amom Am 1. Work tip lines 4 to.. Mo - one nerrichl cilorm. Ar. fim the ahan, onsixt indwit, Thin Timid. a �4* qNerhang 4 ox einnss, v p
abrinnition oma used.
,,Sh die LA the lost entseAr.04'(Abit- 1146)� LOW SLOPE UNDEUMMNR (me, Lothar orlim CD
ljUply stroorceling ormouts One, 2-8) NA 5' tope.- to the = '.I. L
it"kno in"R.MD&N.U.M00*00.
Z__ __ Whir 5' orpristar, mliffdari, Or W. layers 0040(91S TOM) wjkfft,**a Andle'lay- "OM" ofwvl=d Usurrim". chmorsne ,,Ah tines; 0
9.f tr2l �e`twhvej that -ther, . 6Npkal to finglinlediamensiona Shingle himal Ii-Notic,
MITI THROICIR 011, COMES, Batin Amocitalihat on 2� In o(GrAes When the rwhand Adwe 40) in die, wimst, drons, stria W4 coams, paid"lly chi briker "a Arm the kkiw ecip of 1** 19, (05 sam) roven be Applied team, da, 0*e Mi. _9
Quensfeetl ba,, N MinsrAl 3EFjM7"WlP1 1", 0 7w _55-57. r a, 511, It 5 a P, I OR or Pi- 115 111 10-14- R*1 n5` "Its _`511-
atln 2 $1.0 Z,;mo - -dkg 0.4,11, rationally left alf-muL carefieDy 46 14, to- shingle .1, t.. shiastisbeet, 11. fieldinh-daneaskirshimidt - licklint thal limis IMPMANE Vb- lOAtA!" E-dMk TL - InSm, cur IST wllsg�
S�,_- !Mo ad frock g 1 aftert-t- em, A, Anah, 72 mediefdad ov pit.,
Anar (0 /161 -how (,"ff fhost the 14 andt) thas - Fm._ ss not In cam diantle, trf itaring a sharply Ismsdingi AM Op the But When Y.UAwh dre motion slargetnandt thinew first, fin0h layerid! thrinmerGund or An orandent masprordingshilingle cnrdc� _ onse IrAerdu no-TS2-tm Th. fiess-cissione shingles Are, isade of Fill IssidlidArk slmhrfsho�
114"Ant, dithmi.. ChnWilmedioneonetitiow mw-m7 Z' Ina off the bod", of On vas,
two. (filpose. 11-16). Fs" rarb chorna, 5A', ffeatelf-I& sUohm-amd.rinhamot treat shwalmovahatiouls W boo die 1114dor Amille edge, Appity, On thingle'A child), the &V tilbould ON be btiw becamose, the corsw Worst ona. lie rippluel tras, the 00irt, nof, Applylan Wis CernerAterelUr. Tenbrical SC-n 11011-3411,1145 2 A* the BOA— secips takh dic left And I— %. florb
TO, Immersion so the notedy pincred shingle ad one fiensmair to the redt placeirmhot -old be bel- de, leauffil tallis of the strebre shingle Alsers, lj-& JW4*v Aljinu 5 no A, amr.*d alop. 41kentarorcow".
Not end of the shape, 4b idastiA tL 011teMeAlb, NA1110901 W1 Areir 1`0014 dessor (Inont 04 imotli 'lit
r1fret, I I - I I fligilittl of linsed- I Wit, Alke's On. ibe brudia Iblefft out be tned A, A guide In R" th,- ortiAns. Ainghe oil top, calling a bwv.
101 104 a.0.11 CIRTAINTRED SHINGLE AFFLICATOICS MANUAL CIRTAINTEED SHINGLE APPLICATOICS MANUAL Citapan, 11 107 Ito OniturrIl CERIAINTEED SHINGLE APPLICATOICS MANUAL 123 126 UAdA01,3 CRITAINIFEED SHINGLE APFLICATOlIfS MkNUAt CII)ITAINTIKED Slilflillif A AFFLICATOVS MANUAL CA"Jj 129
T) ebmwwe the prmtml you om MI No "Mon, At die metric LOW AND 9AMMO SIAN't There Art ��4 dirse-ploAt tofi� or -,b Sh".. %dite brandbe, Nm, Eacb cap Its, A hijing/.1hishornmet rach a [he top edge ft
FASTENING He res a Tip. . sian -k ing im, taiiatimis om cA, entafth, ofa nctitpo me. stop (Atnt itar) am 6, apart jbr th- 4, b snftw. Here's a Tip aum, a an, piticht, o(.hftsFAA, na, IVA, Ghermatit to Tf-P Loo Abl" W the mq� UW iftw pacav to flu to X the ROOF-OVIR METHODS FASTENING
13'16`� Iva, FlOgIii, dillub mot: 2' irf this, lolding o* of me
4"arlar arkohm),ir on thmoak, men onserso.blinglinq daroonf, .4hud. loneglab-d-. FOR METRIC DIMENSION SHINGLES War ftIaL Metric) of A hip er AIN. Each i;Vvsh CT 10 efsh"It, me, cornsci expirAw gad shade.4be phoornera
I Cfbaslofor this tip h, Dwon ism� OfAlmoosair4a, Viponta) Ahminifte Aw- owmai 11"host, _WW_ "N"ar",
--I --1" 125 T' [25 ritril-I ftv Smoothly 110 the saw for the Metric sbftwe�s rud, �; tho poneks (soteate T1,191. The side cool. of be esp be* WiNfied sh-ld
Ita conors, Say rostorally Sts. the bw edge .1 the shirs-bain, The swito naelfrods Used for dearclock Application of from internists
it, COIAIMED WIT" THE !nroApprigh AndlithiA..
,z.t STIN TB"VGII I= COUNSIES: IST COXIISL'Alifidy. fird Aide I.- befir THREE ROOf-OVER METHODS Repent this roembod - meamy q1tdth And north ranork, Iflimidis - .d fm� eminf-ers. Applitd. .1 - d- mor)-t-0475 port--t-fam Tion) 12'
L IN SHINGLES SIM-COU SIX-INCK DuHHUNAL hifirf" earn. up the Tocif. Guillfishr &am the Am asetric ctitux, this itionar, shmigles - ingliAh chissommon, sidaider; . mi remor-d-d -hime APPLICATION IS AS FOLLOW&
I. His. Ib- cidah Wl- by cUTUTO I Prn dr. felt fod .1-killAte roof, oths flied, vuh fle'Grtri, crannese (Fisturs, 11,12). FOR ENGLISH DIMENSIO (335col
S I -Apply, siongle, opt. th, * or ridge an both Aides, drop robin I
P.P., �W, �iA mix Off, 1XV11") the IM-d IS& .-Imould sit. be out back, -ould the Fidu bigh cantof-ilorninistiq *Adifnester risk of-dar error, P-Mr, Cannot! Und.- 0- -1"Miead) t
nsw Applying -It W piece - rl� so,cah-roao, Awfle. flosts
Gtor .14 show IMMUNE 0- 0- a 4. ft
,rd 6,14 edge of the srIerlh-lo the 2 NO COURSL- Got 61' off dris Inft md of a shingle and VA's- k NOTE; The lasavirrinet ofbinni'm sh.414 Ism nA ospoarie of
Itinbui, 0i", �,J Elt-, link W to PAINI, And men Apply drip, cine Along 25dr Am(A 26mr, And a 11/2, T
(Itfurn) (150m)
non, I t4 re"Ps, -11 i-P`cPt` _dkotl fh_ 114, rise im, os, is, loth neterdwk,40'. Aeviands'Wese 5' (ngra,e 11,9). mr, InCot - doe firn�_Are, 41had, BOA fth the left edge, ad -1,0111
aso,bimllh,, And orpounit Affinity de, I'lenw.'r
Reroofing terr covaing sqAmrrv-t&b *vW niken ad - 9 recommended hipmer 14P 2. hip- d ksslpeq� -MV.
MMITANT'. For dechn 5/6 % (19 limit tbick,,r thcrar, OARs hosi gn, 2. Stort -h snictooding coinnot V on and intiornig 0. CM espethr; the fina (Figuirm 11 42l. assrig the botirivirin nailrods, The 3itiltim-, SIX-Imelli, sIterpVdAm Diwired losting Incimind of FOUR: 0. Am Adul roof be - 'V-- all 'he HIPS AND RIDGES go )Von 5' (514 for norice) -11- -thes the Shiside In - ndr -1 in
. Do sandurd approwlif of "Murif, MiAlearars chned "bolt ard appliondoA belov, is suggested for roofisif aner squix-tal, dbt ablw May, OCANI W be, owdifled, AD TrAporban rok of firticened 1. plunt I)d_� a pegreenal u. heak comaj octi, A, Hot-, i hip,
at [cssl 3/4� (19 can) into th, detk- On diftoner declo, rislis trion,I go cosmm`� Aigh a shingle, 5' anirb": fiff the " Md) th". The rum", rearldand mo a. "4-C- SIS-Itneb, striped4w uphnik 5'. 4'025 3.2 cop -more thermil, I. 631A. fI.,b Mot be hip edref 0. &,&)1 'hilight. oarrizin; exposed! Shingle Cial itans The Othere, Isned it, Wv smion 044VW
At len"I 1/-, mt Tom) Ottail lherkh� THREE CLEAN -DICK firietor, .5(TMDINC COVASES: 3. Ting, Applyboiddisoes up ha the hip ne, distort side,, the.
APPLICATION METHODS 1. Do* dicApphrainn f th-roateming -- by .1fitionsinq die Diagonal Method'; or Our . &'bL a it" 4' (3,2Z daroulth the thick. VaDtTua 0 be "LcAticurdfit.-erAhmil --diie, iont,.pplienthar GeMstirg UJI
,is& -I be I I or I'w Prime, fing reads. cor-q- �ntl .4. hisislerthin of 'he pie," for 'novas 'jo throrelih Ase of *9 shirglem, *4 Uir I& cor off the left Find .1 a full miningle) # Thir itherran- apmach d �Inanlrntt" comerldiried %dilt (I. Nuir -9 he 11- or 12-~ I.B.8 vads, enteminar roust-L BMW DWA"It$ doeStly ;be "I dCck Is sardine 1 Z
Who, v lotKiii, k-'s mnm� hords, 044 IA41 11 fl$ -i lisig, (25 long,
FOR ENGLISH DIMENSION SHINGLES -PIK. "Setair. Iff, and onablisin. the fitinal floo in vre, OF thi, ralre in A Evist .b Sopro,"ffDIqCpnaA lhosdrod:'� or J. Make this citips by calting fall -lento shingles a the Mb coonints, m at le" $,it' (9.5 onnis Innuis, ad AA few I l? r =M)
LVACAMWIL A rol"briti, Milo 0 Lew 11/41' lung. Iz, 12" - Uj
shimilknotiontseroothlylichemli. -MA, I. Too Edge rt-on
LOW AND MOARD SLOPE The Allortmar pproult rif"Fiestat&" combined with the no-i-M5 rinv41 stennesn%le
-i3m Arr) _(3115,
thp torn
I a tsorls and 1-43 1AV the hollvditit O)AWS: 4. (forshroh, Awhoill shiinr f,- the timtho cTA- nq Applied IN, 4. T.Inri 0 boll shn ri ides Itinth three I. is-, 1-1. g it to *I- bood, shitills-Cideam Sertscal AbAcking Medinti.1 is,
EKGIISH 12" treadling hill.bingli, (ii.shoeaton ff. nfiAgean). a,,,_
* lrl� Wdud `SIk-CoM$*, Uislhrll� S�teNWd Off DOODOO MIlbo(P; �_v ommI
305 )--, %5 -q- -1,-dCi5 -f -I .b dblo imanscinst -14 lume, TIPS FOR ROOFING OVER SIA
OOTH_
OR DIMENSIONAL-IIIASI METRIC SHINGLES English Dintionshort
Ater-A'11-1irdh. SC17PM Off D1.9trast Modbrid" or SUCCEIVING COURM: fAshoor flin 30, P of'-d-plesomot fetor fienterrover NOTE; Noting is ptileraIdiencr`lOodging" meentras
atedrid will - trASK
hoommox, rosins shods aw box ad Two better Wit N
1. 4- This enriblish -IAh (mout tor" RKSIEF patent, CM
the sciait, tred r-rcereftsectithr., V Urtmf. short cah diewtibedbolone. entypplostrarnineir-onerstiro-fth ,es ",Ole "N't7le
(1) SIX-COURSL SIXANCK sTEME"fir Ive q
5 an1I In a 1pli apiclehad-vem 11here, Art v., arrent CA, wirt,
IM, Nethni't,
lip s ixidi A 5'espostitc, if�nv at cccrag A diffier .-A P10,100090hte
-I- ,,th - firdlht'do sod'uhri ruch, COMPLETING THE lAnITALLATION: uOtied, " Shingle, to consider the sismothartun bar ainint, ad the miss Lagovivinummin �N 97/e
she'nal term, 1.
DIASCINAIL METHOD MIX UP, SIX CHT-) hasiftig is lt-flilt� To do &% -PIY - off the Wants e*.f Ali CW A*, r-#f. h.* A, lumimc* Inshis 0 <
wevoost Atistem "It. 25' elonne 0 v Lvioff din 1& 04). 1, F.11 "ll. - to be butted Aiiiins, the dot Aidc fp*d dit type " she Inane, you my need W M luck V lider . tied 1, A Sent"
MMK PM"ARF�,G THIS DEM� 2. Q'ohim'.taSes at'its, ile. .4 Winn ku thlents, hb& hib -C ViArkirr the-ur- the -, ore Im both cuts to roanam pr-i is the patience of pirstinew, *PWA-dono-A-) Cruent insionts,
� 'III" 13w, 1314 13"T, theombala !
And, meaderinerhorm(as roqab'd. ceriuOT-4 saggese, anu A 1.)Tr thre,aho"aling; dre, 51 cAposone. (he ON $bill* thins, n ilvey -am be lapped Ift that 2 1,�' by, the oil Instimm k at. met arkice to IS, lastidled will IN prosting; OSf ;%_4
"Arista AIA
.-hingies. This, pernsts. fietrested applumition Chu aeridsinfira 3, sw hishadnag (be cope at Ili, hoiroar of a he 9 COW ad (,I >
el In.* tooderfornmer N Applied. ft, UL the Going. nasobabnt- 2, Inane, - hicho'beight had Aldinglenib in the o- anofAce, The 9*5 00W An 4 Afrall. fthl Aluid. botog diffirlart A ridge. seam, finentAinq (3Q," (W Film M. lumalsq tr,
mro; 114"for ItUe qp Mi* 3, ittyneda M an Friben
cion, is Apply Ust And -dilld. VERTICAL nuns lmnoo Ali- vie, peap-ly beh unbothated, vAreftr9y Lift the low sbutshe Alto,, day dool 1J,,A 1". T shil OCT.
eseq h-u-1 -a -.Al dulthinav- 0 To slaria. �il bo tab so . nor 1. o darAge by tonnourit or Itruttly, hooding, 1. English or inestric W-Caurre, nf- bridging the Sop— �-vizf;Omd
LAWS, dimensional iddright, m even move difirchrift thart doing so, moir
LU 0
PUMI% THE ROCIF SURFACE 'ehah, .46 ths, 6,iroms miAA ,A� .6e, Van, onie
STARTER COURSC sidtall ande'atho, Irsh the indider, "FIT edge, a shroods-furfat, shingle b"anSoot the vottar, chimosared shalort.
lor'sla Espw An '"10 5 enni FOR RER00FING _�Inl c/)
3, AVIY III firm, 1ANCoM tt, the irohtth� Placed shingle And thic make life surfinh, at thlooldi fail its salcoilb its P"sSbIv, by )U 3, 1.90 cap uffneiril hantradfAtImp In-M dde, it c43
aI7"i
fhsiaofl�l U-Pior -,&A' eli;" Apply. swer piece 11,A(hisah, h(does, 5' (55/v fro,
Aboold., Split adi hut Rarity lencItled, iridinell $01VING DRIVING PROMIM. FEW
<
.1. And coding Ahrighom.
TWO RUMIS TD ROMM
snip SLOPE B�QW' c%, 101A, -160 removed (F(�.. 1,34fyi. Fore. this sturfor itiffln Timor, nade (195orrat
Qft I 1,1,I. R-h-, Ili, �,nsdnna on sotrie, o. sheld lie U 14 almerriare n, .1more no. 6411 No agAng, the *awe Fr'- I I "ait S. off'' SIC, tjtNaA,,L rs� she fate uIgs, =4 r Iss hoar -In $fill
4W, Nal I, -
'Its, %A possilift, ore rsays� edge '414" O,,C h#* MI. Initially "Oh, wity, W. bou,"Cre, babig the Vh 1, IN RRnM,'JNG A f &I, A STORES: SMNMX ON TOP IN 4 edle. MJ. Ante fscoreir ard w ativ cops pornirme a team
I* rest. SrAWM C10411SE: AMTS UrM THAN A SOFMMI',%M shimphentilim Mg- 11-25 anny AW hils, wetipis \so -;� -
ILI , - .1 co
srrO&(FhhohtI1-4)*h.b In.108 reorient -dingASTIM 11,11516 1. L'A115'Itylkil shkiffloslor die shicher waroer. Tortirk,*sUvrot I/enina.,11-gliftedisekg.
mew Diviension
Ape It L sagg-d. 5 NOTFU Tn mh I. P'.pe, abaimarcot A- ddle, "A in not _d, <
troarpives xith- , Mc,.t soeq a chifir ft. P.-Illei In 0. IV or A*' OlOng; ine boo Wbrs File- 134Y - Fai* RA-0- ANsIC, -W%* One, ceror;pr -*,b momr
slinift. 5rA the, the tolis offirf a standard dirst-lall shingle, their at ventrAby Ain, Ili. fill flam-hoso, Alroasion, AW Inner gInso 4, To pleninn' elsoldoill, M04-54M the W Are �mamsr onesto To
the swe te(PA a the car shirrides sismaid be nam ainiomignam- mokbes An m4, _fipApkA_t
- - - - - - CAUTION, The in their She OrIgirriVel fiber 81ho" quitenjes, - ,Wsl� 3-ApplF A lik W shingle, over diestaner (Upte 4j, Ifft, vA Finite
&,irtnz $fit i
flonse-od, sifilogles nrift, � holier durnifien Art, -14 Affer th. the. Fund, prope, firraming - the ridge . hip. BACK
5' 94defron" "Wepill" ore vubible, troth (;evozltea to histestir eacbraTi Abinglewit, tire trads n0allvil at 5 IWO "' (01
c s , I o s , N
felAsseers; at 55,V W/4"for oneiric) up from It twOred beltorn, ct,
f(Astoolossi'Id yr�c 'threble rotting cut 6' offenlar, Aide of Ike W unt histaill A 0 do, 6-y-igba -it sup-hooryireight pOsitim. shannes, -h 6. loint only Lt. 5" td, esprit" to the wealber, N Pon stiarsis sense, ad 1' 0, froom oich Aide. Muls orreat ria be evesed - ths
ad.%* Shingle prhdmrt�. fAsAACOA. a
)'IV- ll� Nek Rartorftiole, emann-SAV 16, kneer 5'Ink, I� rin, C',re-l-R-A R-Ser- C RY 30 A I-w-ro'-sirg I. mlosis Mo Abal Are IW side byrde, Of, to roof) i"NOT I.. Finished roof Ad aid limit, mon ho drisaa str4ght Art! OAA Ott
I o. losall �hdhs shingles front Alrich the lan, is, bwt, b'e"resi oli� fl/v
IS S. W into ft sweurfoce
ods ftiffe,sr dii, lenr isl corinerof Ore rool, Antle, so. then 2- 11 insp.dart 1. in*. an, emilsol shi'vit, P.Po6y 2. CHOOSE A DES10 THAT UAW OMNIN a 7,y. our, atifirov: the I Ike roof by Applying IA, OFTOP
L__J 2. Nssi. 16? nff dot hi of its, Ritst,hate-Arst hinq
i. R-Cout. The -brit . this nuts, re-, himmi lie . cloo. As
sibilik AukAse -0 bond An idnadly whimit through list $We surbsce yor,
1p � the Ark.], dal (Ap croant, A lob-lamid.Ig resof L4MNKrE
i.4 "I' [,ft .'rhsaiging bed, "h. it .- If thip *S- is being s,� ts-the to ofte cemsdirof the -I Naflibig; high or Itintits areas out M result in , An infunwk. . it's t g,.d id. I. our hid shmilies b&Jr 9.1, .,he ralk. possjbie 4. Sit Invites edle, of Ile, roof. This .0 Mp " the first, NO."t. be - dirmark, as b- been esimnisomd low the jol, LAYER
-V _Pr&p., L If yon niiing dV orhenj A,,be -ionag; il� 21. Cm 6'.ff 0. length of it. firs. six-stril, And nippy, die 30' H- Pro- ad eart, riante, sliffifil. doa, ad proidde pd protection qViost withid borc il� orcurpard) bsma�, In. the - -f So whorl you cb-.
W nfrronce -,�Iahrd Is- �nvo 'Knigle,' 1� gibe, es- pi",o go the joeer Id corner 4 the Trof ThIs swer ship shown . We W. am y. Alph torrio4onrousturn, ddp only admarg the bl-PITA, -hkh coulto am at the roof edge. dringle 1. . roaf__� ft J, bent to chomee - rh A do'* j,&, before Y. nusta in- 51 Z"
OIltes ad (sovs, coftsiag the edisro, of the old shingles, rds till 1. ff -rig drip othe, to die at, stairgle oreand r. Aw nalv, or shisfinmes, Ire volran shifince below celairflol &,to rodd Mir, defladfirr, "'I'linual PPNI to the rionnes. we F., han.shialiarthunne.hip. form shOrigerbetur ts,
(rig- --henig die clos And onees t','�brn drip edge a risod, r '1-i'
by." Iraloposideence Shands' Ah HA deep nbulaw ance, Arniventored Gerturiffood's Shadinviddr- or onefCthesinned'sudeamed
W'. od" I., emed, do , thdocrissid siraiglit * lanwill help foreoesit Anue, the dg, of the Mo, .4 Gna,, If yon, A..,A doK
pretty
FISH Winfly AREM IST COLASE, Apply.f.11 shiagIt. the W left... ride,-L Atophly, theit, the shoosis odlcrs� edlit let the starer starithe cadood � the onto ad inshe b) 3W. look. siones Am orcellm d"a, proofith, trip And A* caps, -h,
M.kt LJO he flash svid, theedgesIrf the Ault-c- to has -i, 5. Loormis iab fall-leagaisimmor ily"'.whillong hor thoor, suip, alings,
DO NOT CSE SIAPUs. sAJAM nh, swrer Strip vil Ah"t "I Ilk fissit'nem ight =It SPECIUAICITE rherrilrudinar, fialf"A_ tiat Me 5� firiA the rot Chissic Horha Smaotdhe* is Air arenent desire. ff you're mgmt* rtll In
-,toicm, nufflea, I, A. ocir, I'd 04,14hifted, in -Is, the mettle, help keep them, fro. Fiffing in ho. winds (Akinne wor A dantrisional "Agit, =01 Ins Fannie Suit chqse� THIS IS A NON ENGINEERED
r. -.,is U'll to c- 1.h shinte. In Addition, tre hisodlih, --- ------ - ,�rwrw k mi? gotio(A. Imens jmimyw,�r ISTCAYUJI1051,
1 atchninose, wid, f sji of astibeck ,rodl teratch ASI M lie re's a Tip, utn, a on 01 migim, par, o m by It j& btIn ft -iiSS aN mgW jinsit, mo the, h Ansiab, M 4 WW result in I, The firif crivirse, is name, of to � by 36'shigille Arr" mule by ftme, 16 Ise totshricai, owl" . Asm, .0_,n o�,' onacl.. A, aNAAAAa.*, Is, ho" sma SHEET BASED ON PRODUCT
D4596Tyf,1Tl Oil sin- -1 a qlArter, ernall bot it is mot 1& 1 rA_mssA ,,&, Wail, -a aho'gor," -,f 'ahing 2' off (be Isharea.1 the vili-dreing. Wall. gedfanthrralIpponairs 13-gir ,
resporiel by C.Uviked. 4-o I I_V), File- 43-11: firkheikfol-d-au.Aky alm-th. 'A.. 'd im &,- a. - topoomr APPROVAL INFORMATION
102 CW111 CFRTAINTRFO stfFN6141l APPLICAWOU(S MANUAL C41TAINTIED SIliNGLZ APPtICATUR'S MANUAL (A*0111 105 108 Chshimint,11 CERTAINTFIAD SHIN(�Lfg APPLICATORS MANLA4 CELTA)INTIED SRINGER APPLItAlroIns AlANTIAL tsSAif,,ii Ift 124 ahlose/3 CIRTAINTIRD SRINQLf APPLICA'll NIARUAL C12TAINTILED SHINGLE APIATI^AT"S MANUAL *nAa,,l.j 127 13 0 OV�13 (ERTAINI`190 SHINGLE AFFLICATOICS MANUAL LOCATED ON THE STATE OF
FLORIDA'S PRODUCT
APPROVAL SITE
4. out I jil� off the lissi *in* 4 the slid contione, 16 4,'off the Z, up Ike lop edge of the 5toq* so th" bria up (W%) wm the z " 5" off pro two aftle, Onsairter sop, And alip the 3 1' pi, STUP 11111,11 T FLASHING pr"mris 0 4' shat" dringli, by conomp, of the lower 8 -
ONE CLEAN-DfCK APPLICATION METHOD a fain Abigide 0 Sir Immer Its cannot a the
1. On 6' oil the left side -1 A Ilongt, gad iromon this 30'fks, FO .4 MAke if. I.- 'do, .4 ot * he fient, Ili the odhCI I the (RIM MOUNTAIN RIDGE HIGH -PROFILE do befif Fair. of ces, M-AMP Ridle AloolIk-Aptilly be 4' -,k, THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
2NUU TURGunfu 6Tu cryintsD: (2) FIVE-11" STIPPID-Wit TH CLEAR -DICK APPLICATION fi.t'huid. I tho foteth, 2t I," off die hN shhgle, no the tusf if. shongline I. then"dided -. Midne the left tip the Bon a- id the I.- kit - id des .M.8 soof list At, ..Is and to. spot, of sesphrot won cassel far MIT [a R ENGLISH DIMENSION SHINGLES Anine, entru, Mi Ir AND 11066 ACCESSORY Tioce coldi snaw, noarest the outa edge) o'C' the tanwar On ons, of AFTER THE DATE ft IS SIGNED AND SEALED.
OVIONAL MUROP METHODS FOR METRIC SHINGLES fifth Mr., Ititn' offilie, liont shisigir of U asOr ihcasrs�, and ABC. "fidiesbone, coress 5� 71iiA stanali, shoorld-roag the odke, ad ftvo� 1,h'.beo won"Aittl Abehl hot", Asphalt ThAhSt ornentAlienthl rom SIGNED AND SEALED FOR THE STRUCTURAL PORTION
And Ali- be firer or- Abdog]" in be xchbe Icft Islet of the ('MLW UP, FrO Off)
sou,el"no- I'm the 5' Gil" of she orincconTshirrivik. exTirsed 33 y`41 off the histshmin. of the stIIenth ,ars, Appivad %A the lon, of rAle, .10 either eral of tit, rithi" Sir, 'roner
drip edge is ..d,., 3,ti'sihon not ddptdro is Ased. ASM DIUWType IL Apply I'spols of unhed! Menfies thersom Under FIVII-MA DIAGONAL NIFFM IND TnOUGH 5TH COLIMMi Millind E" Parking or tard by intiorroxhismself 1/. 1 sand boosting theriturvor shlgle Ina At OFTHIS DRAWINGONLY.
11-6). bacift - nmtaif_� If I-affs nsing, lot folleamig sn'thocts: its let edge in beenthili, previthes corren (FIgarts 11-14`1, 2ND COURSE: Cohme �ids Till losidths of tiM, *Ips.khrg lhe each clinuir ad 14 Abow, It' W 13' hr fishan incir edge, Use M-W. ladr- Amg. III .1o, o,
-q "' _4'l 1. 08 v of Ili, left end a. hill shol fron'lls, vv edge of this (-SFvfvs An splairvivirl torAtt'line . to- Or, phais, (,. fig-, lel-) Fronsil . oul no
. The So, earl, side useart I' of, ft- the steres, shwe's V&PIentil low edg, 2D07-TH ESE DRAWI NGS AND DESIGNS ARE THE JOINT
4. unt 4., .5 141 first "hings, t in, third 18, A ft, IIN WIDETtACK 0111 CAMU-Ni Fflun. to knom inatrArdsvis steps 1-5 hit- mon lines it, odimo.
('Rd.. ilti'Mothod) I The Big Ur I- 3irshitifill strips, MWARING Till IMCKI I-saisrom chess, U-0. ",I Onty caress nomatioutra, pummend LWQRTAn One birr .01 0 In NOW feet. To obhoint
elchingle 4 di, f-Ah 24' of th,� AN shingle ro the Nib tiff;C1,18006 COURS131 As yon, go up th, n1c, reposi Ific wit LET MMK DRINSIM
shingle in fh,,,dd foial ocoorse, MA. Ito I'A * Ithgo ANS, P80 far) AWkd lie- vera", had to hmhl deewillorm perfori-o, end it hip, ridge arAi,
�fr__ �,�+ � mine by coming 2T off de bottom of the blat of rolinfla slarglie. Apply thidtflANIMI as rotaMid. QKWaleed Suggests that a it I' to ftame .,h smile odgeof dre Airtime, Tho 8' pie _,,, th. PROPERTY OF DANSCO ENGINEERING, ILLC AND THE
-In its bill edge hr line wilt the p-dons-se (For- 11 8), . The Alwarso, 'flight-Crairst, five-hrich. qqeAd off Iragnishol finatern iseds, Our the first Finish die rourses With AW lbe IW edge of de, 'Unins . they b-A 4 SPIRAI Halt Olt, of Ot firinor f shume. runicfiryssomor be pplin& fier 11 fires rulag, A SO it* rind of flne kk Shingle And saw & piece far 4.4 the idireolinims turint be fuog4� inch"hoily
corm. vd �0' off the OT.V cht I'D link N ono in, Nish the VjS CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
A,, sleohd� Q, On "InGglet,' Isvileaft fi'm t.1re'r-, tip die roof. Am-onnim left edge sliogles in in,, hid fund twiThe (FOrmoo, 1I.X). 12,4 aderlmorma E, Antre"Aill, 10,061CAL Apply flat ad Unts"Old'd, 3. Chi 5j's 7L) kq pi 3' Q 5 Ito, UNAUTHORILED USE IS PROHIBITED.
s, a, z"Pre If the Atst c'nres, conly) is 1'. All Atmeethall Wiese It. -AplArdin,33W (341,10firoLandrouk ore over
3. lose'll boll shingles fl.oh sirater th. M. pphod . The gdt-in HAlf1h], mlh�d.' IMPURIAN7. D.,Aa Alp ad Ibrt, or . lissi - d- 1- 81203 Mv) ovionoto to the -.0frer, TO firivonrit dwheve tor N.L �O[I4 A bill Mnalonnes, WdAr n1m.gle se, Ike i.billed tholor
N cxpcsn�_' .111 d"Ineur expentarm a the erissing .of �2?6 "'t fiin$ j ad short, the Ars-ormilAU *in*; lismin Ili, tollian 55/0' A potOgk Moimwl shimpthen dunring application, they momea be urifictradbi,
jige,+ A A III - see k, 5 'A, ftvm No ad the, miw he .1 least front) The 0-11, 'A (Approximately 51, INS, TOROI,'GH TFU ODURSEN; 3.4 h-deral ad ven" ch"ke. W &�_- Antilles -in the &g--. nift-gle evoted INC.- 43-Gr,,, Abstilk, bpshinve I, Alisil it, essonetion, And TOWN into Td.cow
I_ 41 [3, sAYj4*nq -W- Ih_.,mmm, to all- proper forsdag,
SWWOURA, the unrindlitriv co- be evirredir WW,4 " all slibildis, V (125 mars) 3 the hip, ridge or .6. flash tAid, Jr. knorm And side vdge, d the REVISION:
'A 11"InOmi- - CAIT.IOES; I'se Of other Ws"BOo. -,be& itesult 1. 2, Cal I I "A" 4 the So Shingle 4 the third otairse, ad nare this for NM U _,/8,
WCCEEDING COURSE&M yon eomp dierke, Top. the - �, : i __ 5%"$TWPED-C1yF DIAGONAL NUFTFICID 5RD AND SUCCREDOG M 25n Aral Abefts; to top, edge inih the limit edigi, of ft lerigh, to the W i LACT UEAAU dhe ! �t, (28 3K, fta Landmark n) harg p- me Or - Nor Nforic ciftimeas 1. .1 Landid fill Aid ondem- FASTENING semoor shboCk. InesAff . Ad A. orch side of &, shingle 8",sr, TO I-
rw,rnrucd w stea th, first �Ngutr, � I- MI 8). 1 1 ors, TIP
"I (KAN" W wnm) Nail Nos 4jectlos" Patent sad Alime the stitige. be bc4om c4p, ad 11 In fro. Nb'W, 'dg,'
F Lb the ts vvift fornshustes. -,king ft- w� V .1 1, 1,11 ED unit contrite, ftmoo i7siess FrAdl �thrl IMPORTAW, tw n0t, To imam wh shingle sale Ons. be DATE DESCRIPTION
PREP�tRINC TH1 (Ir therfit 0b). 4 Expoorine of list BOA Vimmor (ft'llif I, �� All arowitill sthor,e I 3.rippilydrI, preasisly _,adil VY'long prece Oner And A- the mwOrbasbinj, mioLem 11,`4` (45 mon) long, I" the 4' (100 Ohn, savier, Alto- Coahon, Application U die Moremai. ", Aaahle, rinal; da, IV.
Apply hinderi.y- . "vil'od. CoaueTc�dsngScssflbsI it hitior I.Apply din, Z4'fritof fAinhile, ,er die setoond ohm, invW$ the iol-'es, isill duptsento the V-. of fin, tiont" roof
overstep flashing *pI.. learn. F` Qi -) on it- sachAide Ldp ad Arha 2' ff* or Gdro . ohm. espose, Monnstal, Rinoge shisill S', MTOGO
Porn) (50 -) he- tho rilm, or oss,0 AIge. nomrs;
E_ 4WW"ge osidths"On ft, Afrvinmil F-r 11 ft. raul, wrmrjmv� tapperehourly 5'), 1 Rog" 4, Apply Ili. p-..* -.,oil clri'lonif piece firende, 0, Isioerms, sit Emu-.
ff. h-k oryo§-aQf9hW-d W&A -Onleled, bwd Iron R 4*9 the >aU.. of the fif1h
sterilti, I. ibs e.- �,4 � Mot, the dmf, or All aw ny throvel For. run full Mormarp
STAIUMA COURSE: %,qp hranorw adnenical st'Alk ho's, to Asstit, shiArjesswill be ccurso.f old n1w4es (Pignme, 11-20). Ster, ch nor-dring ecouse, p 1. ad incloding the Asadr Ridge shmagIn, pl.. 6emenern, 9A' 1,215 -) sit ft.. it, xiSsed
/ , colase, *A A stingle 51 fletatia (04 the left ed) linen the (the, i. Intatall A fall shomfle vq tire hot edge of each sibraght or
1. U�_� C,,ttAeood Stror- 0 .1
0" A �C) Atins. cormstate -dy Idifited. Espos, Ad shingle, i llr (141 3, Cry Av Addlihioinj 6' 00 the to% shrieft, of Wit ISOM ixfose, isaw� siongle of the previous cuum. cauros (Are through a", bun edge =4 If (25 Mo.) ot from 40 side Were,
(4 OvIthagles, froo, �fibh Jro le-, 5" Ishs 11- *,T, omst�odl st fNmsm OWNRONS CONTINUING UP TIES, ROOF:
Wrimr, IT -6). lsesarhcrfr�, the -Imet or Inarni, Acs sh-W ffAilinjif COURSE; .1k. �,Idhl .1 IS, on the A. shingle rd cours. flour, 24' on the HIP, RIDGE AND RAO SHINGLE APPLICATION
A, G, posAN, v, the erne, odge ni th, rts't 1, Uen Ceruntleed Smoot- C UO x 38 I/sl or A searer coons, N 6N shingle, in e,,a- fim.iol ON the lim shingle in chem- six- 5. This cimnipl,sei "Stedr. IF - On: (Olsest, ohrue of the I - *VAN% sabi itiA it A011 S14041, MI the fiAA404rse NOVOO
cip in,, ]it kA- T� Floc!
2. C�. i'.6 he I.gb,,f the (IM acre, arip onsfpiry flin-but Ing of Ifte shand. " hoon -Nvft file lower rab, Ise, beer, reate"'d Is 0. stur - iwiffi.fill 16'slimind'. 12* 4 "l
Uwgiah, I I- 1��. Hersesobor the, "fart wine,,, Alorld 1, r rostAl fall Shingles agurnst Ili,, AN 49111"d conatc,i. M TO) 0,15 'n, -W conarso across the Mot In 4 Stopped diatenip) witient K* at the roof ad tTIA flcsb or 4 ono, on, nide, wit wre thin hwf
31 6. lostall Only shingles upiou Ili- SAN. carmses- 2, HU -7
lAy-those.p-ld'Whe-Atmigrofilm _L I - hillsionglierminuariont.-siodifin- be s4rith In, Worrown Ifidge shossfe,
&,P,A
go is J,
Amscrc thAtilto betabed Mounuor Itinig-Inagio, prap,d� w- hip
1 74/1 Zl'n, eniot is rise d Is �g I I RMATINING COURAIRst SIR 7ugot"Gft 12TH CIOUMES" -1-pAnoth
I, lit'ght Ilia, tighth me- by coul"ll I I' off the befit MI 4 4 shingto frour OF, .06. And seine Reld shi M both, sider Andy IN, fitid "idogirs Applied
3. Gentunno �mh fed-lealidIr shingles idrat,he erves. Lmynitg. opthe take'Opou the yetanarnessidthstailconnes done rdoe oilges. P., s v&k. edge mention, cort it. fidd shivid.
domisigh 50, ad whiiiii SO the *-in correse shni*%
)AT COURV, Bron "Secolnin r 4 Cold, 2 fil Aah the left sanN of the sestemb .M- (Isgars, 11-21), flocir IP odge. Apl Moiantrin lUdy shingles, werogg Ov
"011 Alint"I'lingle %the 571
- =-1-7 Fbandrs -a.. ofth M shnmglo,�. rkiq firome 9. V fit-tarlygansidn,thke board, To ansf. III proMAITIFOUrreod,
PA-Tok�7omrmsmomto-dwdff,4� 2. gerb, soccendhot ciamse, tip . Aid indisding he teadint conam, starts -I.
die T-4. \1'r �,Ool -,.V st �baA No. poerstlyst to th. kalt, oidge, or k, mining the
I jj "s, t I s I I i s $ H. Iturs.
SE, IT11-INCH, the left tsid� fta US pinsminnes refuse IT" idim Ike side tolifse. of The menswiths Ithchic, sbio"
EIGHT-M
2ND TO 7TR COURSEz SITHAPE]"Fif DIAGWL METHOD Area lants. Abanordl &H,
Ve* "is- ft -1.3 Make itnee, A-IsAa by -0, 4k I- ik.
(OMBNO* THE -NEMNO MLTMOV 3. Ina Shia,
WITH THE Amon ImomijPMW car- vdildnallear, doe evosw of 'he Frosting MOT. Serdant VERSION NO.
And Applying Ile 31'pi-c- the first,reem- Sbk*. Rush istith 2..vc., co; ban of. nation da, 1.0 fdr, fica'-, as- STEF"DOF DIAGM MUD 4. Union full share. Altuals, 0 12 c.OmAs. Psamin, U-6 vinnion, 911he tom!"Lly-I -dAw. 4hP a* &WIT
As- I 1 7 sAirf. nfv� ,ska�, I d dfp onht davit, fie, Id edge sf th, fr".- 'hisigim, And apbeg the RM shingle, tviscal Me Aburge no lho 10'sr, its Mer of It. ronf. Please Note Ule L40OWKn
-.c S, (Fisrvsi, 11,10. A(Ac s- thorse, 1�1' la -haphic both reikes And rrivi off, Twim ur) J. vu 'N
r�-- -G� � r , . SUCCEEDING COCASES, Grant tip The rdion, reirest She 12-ontrins,
Ecd s.-Whoret -, q In And hichwhig be -th unintse, 9 d.p edge I, being-d. 14 voir - a. ,Ig drift, edge, insion, ApEMMI
partem, Alleviates fieelmmet"11 44"10" off 'I,, roof. cmaploe costriSs tab sesilawaii sissighs, -inh -be linter V MIA Unniumes Rammed W
-Oomi 4'4'� line, roof uniq TAB Aging
A-14"LIM .1h � lifirild, 5' short", Iff ilh,� Wr eant) th.
the priints �Srse, g'P-V eKh cq'ishe 5'r 'fig, Ooders, 3 Ounite, iveh tolllihigh, Aarre,,�,,Ise shingles d-mg th, 13'fi my '-folf) yerrafte Other Angles this I. beight (iihiver ]�-7),
A R905.2.5 Fasteners. Fasteners for asphault shingles shall be galavanized I
�Soctknrr`nod th, fir,, -on --fth,
COMMMS THE -MISTims lAffmor
WM THE UMM Sa-MCA SMU<Qwft A Fit Latch
VERTICAL RACKING OAMOOD ('IWXMG')
]$I CAL 'a
i. IwAll IF nn, le;_-L
q:alirl in P This most h� Jove reforre, _f. ylnk� (AbA I, RUA, Afth the raises, of Ili, shiner coireq- in this E.- steel, stainless steel, aluminum or copper roofing nails, mininmun 12 gage SkArti, sti,qh, T (180 Ore)
Isis_
'SKAJIIn U, elfailli. 00. nit bf NUIQ-4p nor" I,,' Socant, I' And belf, kcpthe. train 19ttorg in, high 4od, (PA"no ft- I it. *eto 3
oradroing with r.. right ithronagh 12 ("Sondn. III') 11cse, essitat .,Is Astan, soap nifinvibers, the fiom_r�nmso (a. Filfate 0 1-1.5, IKW Qnmer, F-Inth SArypod-00FAVnimi Noting I.
faft In.)
s,
A 0 t1c t On
r2 he d,
shonors0eustorests-estrothroddiseven I'Ast-11 �TAMI COURSE; I I 1 [0.105 inch (2.67 mm)] shank with a minimum (9.5mm) diameterhea
shftqlo�_ Roth, itc-Al fir,16. 2ND THRID1411 TUH COURSES: I 1L. 58 - --- - - - - - - - I
I,fthc 'hinglot I- idnol, it. Ir wt. limes bee. reninned itits. 15- 5, a-u Amed'ir- spos
I I of 1341; 4, amd o4no *Xwft-.
we abs. Ili,. sbOhdI.nA lbr� A C, top isiso ASTM F 1667, of a leright to pomtrate through the roofing materials and a mobanmillivemem-omoseadtishm Far,
lur .,I- . P-Ad, . the - edge f the n.d. 2, 1. die firm shart, .11 ft- At of d. swerter Anides.
0 the sArn,r coaria, ft.-I 1-14). z 1121. Res Off 7w. tjD theiner J GWMM: Evessot W 41,0AW ocam CKOOM Abliposte wither
Is I
Matheson 's,
On Ydf the Isonffinf tho 6,1snatior ship And Apply suh, I— liss STARTITA COURSE. wi�
minimum of 3 inch (19.1 mm) into the roof s1hothinn, Where the roof ibriers I/Y everhagnot thr, it. ad -d drip,dife is being A ;,�v it I
4 '9d ------
-,ifteArGit, This tominerwhihiadd-striongtherel-and r� i
to, the -A' A MAL if tant Are orm, vesing trip Cilyr, inake the overhang -
edn'th", I fleies a Tip ... s# whikeput hip sew name cop rCiAsf4v in yow heeati, Ampy b*mcr hwixog fc, Jo ninvarseso ff;aps
,�.,Loe " odli, . nsoL.,41., h. an dov 0* L,,-,L sburilt, OtAt cht the Itibs off of O'bundinto dere- t,_ 3 4, U. find 46' Ining, 7 midim Aturterhrailless Ithir de, rest of 14
1. U. Yby 36� Alghs; onsiaba comaso, I.
0-
A, Costliest ethr fitift-leoried, sorrier-rasto shingles .1o.8,be on . ship 2* the IV of the .-shimide. Fro— 5' sheating is less inch, (19.1 mm) thick, the fasteners silicall penetrate Pw- 1.� a"W0.8 mfmjAnm 5 1'. d-. 4oN't ceack vh0jr"Aad ituammu RkbM,4 MI
t4l, _,W�omit Pejti,� 6 v titans, if IS, covinoshil ov Attitude an viessis I-imlions, firpar C"WaTeIthir Auk. On, Laalllfw* 71 armermiano, &ffi,,, - ----- -
throught the sheathing. Fasteners shall comply wit ASTM F 1 66607.
CERTAINTREG SHINGLY, AffT,IcsTOIfS AlAstUAL Ghsic-il 103 106 Cloptell CIRTAINTUED SHINGLE APPLICATO]EII MA.NUAL G11174INTUID SHINGLE APPLICK)'"S MANUAL GiSlAinell Ityr CIRTAINT1111 SHINGLE APYLICATOWS MANUAL Cbponlf 145 128 Chotiaorlj CIRITAINIFEED SHINGLE APPLIC-4101fS MANUAL CRITAtNTERIA SHINGLE APPLICATOICS &l Choiler13 131
SHEET TITLE:
CERTAINTEED ROOFING
SHEET INFORMATION:
JOB NO.:
DATE ISSUED: 09.04.07
DRAWN BY: DZ
REVIEWED BY: TH
-RD ],a]
DDANSCO
E ENGINEERING, ILLC
P.O. BOX 3400
Apollo Beach, Flohda 33572
L FRAME MOTH laic Phone: 813.645.0166
-- 149" MAX OVERALL FRAME MOTH 149" MAX GIVERAL
ED w, (ze,
SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 21 MAX _36 375" MAX, u 21" MAX 36.375" MAX, 8 Fax: 813.645.9698
_11 SIDE HINGED FIBERGLASS DOOR UNIT
PANEL WL)l 3 7.5 01� CN PANEL WIDTH 37.5' Z� Cr N www.danscoenginee6ng.com
1-8" DOUBLE DOOR WITH WITHOUT SIDELITES FRAME WIDTH 1 6-8" DOUBLE DOOR WITHI WITHOUT SIDELITES FRAME
AIIASTRACAL
6 CA 25948
E-- LU L'J C
GENF-36L NOIE cc --C GENERAL NO L<
'J
1, EVALUATED FOR JSC IN LOCATIONS ACHERNG TO L,11 L'L1 LZ 1 EVALUATED FOR USE IN LOCATIONS ADHERING TO '.t
THE FLORIDA Bi CODE AND WHERE PRESSURE Ej 11 n 11
THE FLORMA BUILDING CODE AND WHERE PRESSURE
REOUREMENTS AS DETERMINED BY ASCE 7, MINIMUM REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOAD$ FOR BUILDINGS AND OTHER STRUCTURES, c)
C) DESGN LOADS FF R BUILDINGS AND OTHER STRUCTURES,
0 1( NOT EXCED
DOES NOT EXCEED THr DESIGN PRESSURES LISTED _J DOES ED THE DESIGN PRESSURES LISTED n _j
n Qt� Cq
2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REOURED.
2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON cf)
0 X
PAQUE PANELS, BUT IS NEOU!RED ON GLAZED SIDELHES 3 POLYURFTHANE CORE FLAME SPREAD INDEX OF 50
3 AND SMOKE DEVELOPED INDEX OF 60 PER ASIM E84. _j
a CD
- POLYURETHANE CORE =LAME SPREAD INDEX OF 5C POLYSTYRENE CORE [LAME SPREAD INDEX OF 15
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84 AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84
4 PLASTICS TESTING OF LITE FRAME MAT�RIAIE: d
4. PLASTICS TESTING OF FIBERGLASS FACING; a Ln
TEST DESCRIPTION DESIGNATION Lu
RESULT IN TEST DESCRIPTION DESIGNATION RESULT
,NITI SELF IGNITION TEMP ASTM -31929--'F86,3 F > 65D z
FSELF iC AS 1TZ;_
I e-% -n CD
RATE OF BURNING ASTM D635
TION TMP ASIM C �4
RATE OF B111.1NI TM DI535 0 IN/MIN
SMOKE DENSITY AS TM D2843 69.6% g
i- En
ASTM D638 1 -7.48 1 17ENSILE STRENGTH' iiI§TM 3 -73% DIFF
_D6 rn
COMP RATNE TENSILE STRENGTH AI WEATHI,k LLI 1 1 L� I I g
"S 5 PLASTICS TESTING OF LITE 7RAIVE MATERIAL I a >
4500 A 'ING
HOURS XENON ARC METHOD I EST DESCRIPTION , DESIGNATION RESULT 0 ko
<
2 �8 SELF IGNITION TEMP ASTM D1929 680 -F > 650 �r uj rn ir�
ASTM D635
1.10 iN/M;N
ln� 00
0 ASTM 02843 159�6% 10
et ASTIM 0638 -7,48% OFF DOORIF- INSWING UNIT W/SIOELITES -j Go
WURiLE INSWING LINIT WISIDELfTE < LL
COMPARATIVE TENSILE STRENGTH AFTER WEATHERING Ce 6A (a 11
4500 HOURS XENON ARC METHOD I AftnintilMM CL 00
23
t
z uj E
Caftimliloa OwdawmW `ZX ja z
kmw or. Lu
D*
DO
z
I I Fj 0 03 rin III M El 0 1313 F-1 0 E3 on 00
z no orl 00 DIM 013 zi
0 0 IUD
L
�jpjop 0 DOI
11 u
SINGLE 0001, UNII OGUI DOOR UNIT SINGLE 3INGLE DOQi DCQBLE j2QQR UNI SINGLE DOOR UNIT iLN�� SIN
__QL�02 UNIj -12LE Pj2OR VNIT W/51DIELITES
SINGLE DUCH LqH WISIOELITES DOUDLE DOI UNIT_WZSI2ELITS 000LE DOOR UNIT WISIDELITE
WITH SIDEUTE WITH SIDEI ITE WITH 'SIOELITE AfTH SIDELITE
z
H WATER INFILTRATION PERFORMI
WHERE WATER INFILTRATION PERFORMA IS � I � � I I
DESIGN PRESSURE RAIING REQUIRED TO BE 15% OF DESIGN PRESSURE DATE 717 1/05 R
DESIGN PRESSUL
4 1 r EU�RAMTIING LOUIRED TO BE 15% OF DESIGN PRESSLI E DATE: 5125105 1
TAB! C Or CONTENTS CONFIG MAX WIDT INSWI iG OUTSWING INSWING OJTqWING TABLE OF CONTENTS MAX WIDIH 0 N� INI ftWING I OJISWING' I
I WAT: 7
DESCRIPTION 76 _76.0- +19.0 96- -1 15 N. T. S.
�EITI X 37.5 .0 -5.0 / -55.0 SHELI DESCRIPTION �'i7 5151!51 71 -70 SC-F! N. T S.
P, -550 t i 920 19.0 1 +53.0 -7 -56.0 SWS 1 EVATIONS & GENERAL -KO-TES
CAL -LEVATIONS & GENERAL Xx +55 +15 ey� 1 19.11 t12.AO -40. wo B, SINS
0 +55 -55+0 0 -55.0 1 ITYPICAL EL 05
2 AN NO LOCATIONS & DETAIU 2 IANCHORNG LOCATIONS & DETAILS 1 +50,11 t -5
)R OX0 112, -N'! u -55.0 112.5" 'w. BY:
'NIHORI'N' +55 1 +19.0 t' 'L' 1 3 JANCHORING LOCAT
OXXO 149 +5 1 -Z 5 __SO DRAWING NO DRAWING NO:
)WG-MA-FUOT26-O5 High Dom Threshold Desip )WG-MA-FLO124-05
OF _3
Lu
Lu
CL
0 V)
6" �E� DETAIL 00 L_ SEE DETAIL u
E _H_� ""'E" - --i �_ __J 6 CC)
3" 3" CN LO
1 3' 3 3' 1 V) 3" 3",
J_ u-I 0 <
3
i�f F
lu
i.- C�) LLJ
C) _j I V)
O� SEE DETAL SEE DETAIL
IL
D' < CL
S�-F DETAIL
_T
SEE DETAIL
SEE DETAIL SEE DETA:i_
_T 'C'
SEE DETAIL
__�J_- L 1', SEE DETAIL C0
A 'D"
G rp)-, H ey- "D' 13
G CH>- H
6.
6 1 ag
6" 0
2
6 0
6" A
3"
3 3"1 Tf-
3- 6�
�3" 3'
3
3"
3' 3"
SEE DETAIL SEE DETAIL7
THIS IS A NON ENGINEERED 0
SHEET BASED ON PRODUCT
APPROVAL INFORMATION
LO
LOCATED ON THE STATE OF
ASTRAGAL RETAINER BOLT HOLE
#70 2" MUST BE DRILLED THROUGH #10 2" FLORIDA'S PRODUCT
#8 x 2-112" 18 x 2 - 112 3; #8 x 2 - 112 J8 x 2 112 M i
THE THRESHOLD & INTO THE
APPROVAL SITE
C'
#10 x 314" STRUCIURE DEEP ENOUGH #10 x 314"
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
6 6 -AS7RAGAL RETAINER BOLT HOLE AFTER THE DATE IT IS SIGNED AND SEALED.
#8 x 2-112" #10 1-114" FOR A 1.375" THROW #8 x 2 - 112 JICI x 7-1/4
MUST BE DRILLED THROUGH SIGNED AND SEALED FOR THE STRUCTURAL PORTION
#10 x 314" #10 x 314" THE THRESHOLD & INTO TH
#10 x 3/4" E OF THIS DRAWING ONLY.
DETAIL ASTRAGA #10 x J/4"
STRUCTURE DEEP ENOUGH
�IO 2" 402007-THESE DRAWINGS AND DESIGNS ARE THE JOINT
#10 x 2" DETAIL "E" ASTRAGAL IDE FOR A 1.375" THROW PROPERTY OF DANSCO ENGINEERING, LLC AND THE
DETAIL "C" ATTACH ASTRAGAL RETAINER 13OLT DOW 995 - - - - - - - DETAIL "C ATTACH ASTRAGAL RETAINER BOLT CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
OR EQUAC--___,, DETAIL "D' STRIKE PLATE TO FRAME
DETAIL "D" STRIKE PLATE TO FRAME #5 X 1-1/2" PHS 6 DETAIL "F" ASTRAGA UNAUTHORIZED USE IS PROHIBITED.
AS SHOWN.
AS SHOWN, 7
I I I I I I
AbAnIDWU DATE: 7/11/05 REVISION:
5/25/05
0.962) SCALE: N. T. S. 0.962'1 DATE DESCRIPTION
vw C61am W: lqz. aQ 1.0GI SCALE: N.T.S,
1,375' on. 8y: SINS 1,375" 1
DAG. III SVIS
DOW
Do* OR ECUAI LK
T T _11Y_
T T BY-.
EXTERIOR DRAWING NO DRAWNG NO
_NSWING THRESHOLD OUTSWING' THRESHOI. DWG-MA-FLO?28- 05 INSWING THRESTIOLD -1 DAM 0 S THRESHOL
TYPICAL GLAZING DETAIL QUTSWING THRESHOLD HIGI
"Fu 2 OF 3
Q0 CIO
cc cc
00
__j SEL DILIAL. 6" - 6" 4:� 00
Qt� "E" SET 2 3' 0:: CN
"Iff OL 'AIL 6' _6' .3' 6" 3 S' 3'
SH] 2 L U)
F L'j
6" 3"' 3�1
uz <
Eli t f Lu
elf
6- 6 Cr-
LL, 0 0
I.- "' - (D C)
0 _J
ED
SEE DETAIL
(_5 D" SHT. 2
SEE DETAfL
<
D SHT 2
SEE DETAIL
< 'C" SHT. 2 A
SEE DETAIL CA
"C" SHT. 2 U
0- 011-
OH j
_G)
6'
6.
IN
>
L T 6.
3"
T
I I- I \ 51, - I FE TAII
3"6' 3 M F" SHT. 2
SEE DETAIL Ti '5" 3 OF
SET. 2
ATTACHMENT DETAI
AT"ACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDWONS PREPARED,
AN' CHOR ANALYSIS FOR LOADING CONDMONS PREPARED, 05 SIGNED AND SEALED BY HAROLD E. RUPP, PE
SIGNILL) AND SLALED BY HAROLD 7L RUPP, PE 5 (FLORIDA #15935) WITH THE LOWEST (LEAST) LO
(FLORIDA #15935) WITH THL LOWI�ST (LEAST)
FASTENER RATING FROM IHE DIFFERENT FASTENERS
FASTENER RATING FROM T14E DIFFERENT FASTENERS HARDWARE SCHEDULE
BEING CO SIDERED FOR USE. JAMB, HEAD, AND
N HARDWARE SCHEDULE
BE�NC CONSIDERED FOR USE. JAMB, HEAD, AND 1. KWIKSET OR SCHILECE ANSI/BHMA GRADE 3 OR E3ET7ER THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
THRFSHOI D CYLINDRICAL AND DEADLOCK HARDWARE TO BE 1NSTALLFD #10 WOOD SCREWS OR 3/16" TAPCONS, A PHYSICAL 1. KWIKSET OR SCHILEGE ANSI/BHMA GRADE 3 OR BETTER
' INCLUDE I - %, t�
FASTFNFRS ANALYZED FOR TTiS UNI SHEET TITLE:
CYLINDRICAL AND DEADLOCK HARDWARE TO 3F INSTALLED MASONITE
CATION,
#10 WOOD SCREWS OR .3/16" TAPCONS. A PHYSICAL AT 5-1/2" CENTERLINE. SH'M MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
1150 -:E BUTT HINGES- I AT 5-1/2- CENTERLINE. HINGES.
HIM MUST BE PLACED IN SHIM SPACF AT FACH ANCHOR MIN LO 1.50"
ATION. 2 4" X 4" R It I MORTI� MIN O�2 2� 4" X 4" FULL MORTISE BUTj
MA EXTERIOR DOORS
�OC X
2. THE WCOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM SHIM
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
1.25-1 1-
ANSI/AF&PA NDA FOR SOUTHERN PINE LIJVB__R AND ACHEIVENI. NT OF 1-11/2" MINIMUM EMBEDIvILN"". THE TAPCON MUST ACHIEVE 7 SHEET INFORMATION:
OF 1-1/2" MINIMUM EMBEDMENT- THE TAPCON MUST ACHIEVE
I! �AT� 7/11/05 MINIMUM EMBEDMENT OF 1-1/4".
AdkmftloN* 5125105 JOB NO.:
MINIMUM EMBEDMENT OF 1-1/4". N.T.S.
TYPICAL 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPER�Y To ik SCALE: N.T.S.
INSIT ws TYPICAL
-5. WOOD 3UCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR ALLATION TRANSFER LOADSTO STRUCTURE. M:':
uWG. Ry: SwS
ANCHOR INSTALLATION 1010 CHK By DATE ISSUED: 09.04.07
TRANSFER LOADS TO STRUCTURE.
F""' -" MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LES.
DPAWING N�
4- MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. OWG AA F10728 0.5� DRAWN BY: DZ
SHEU OF
3,
%El;H MAX
t
RLIJ 0 Lull 10 J�F_
DISIGN F_11�11. IRISSU11 11411.
0, j-'. DTH
X --76,0 +700 -70T .0 +70.0 -70.0
X. - 5-1
0 +55.0 -50-5
-5 0 +55.0 -60.5
+ -53.0
"g +"0 _5' 0 -50.5
I v.AU 1 0 155�0 -50.5
I Cal,
�IDWO
REVIEWED BY: TH
DD 1.0-
J P F I- 1� Y 1, ,-I R 'N F,� .5 0 "�, p� E.
FOIFrualy _22, 2005
P-duOt App-al Adminii,ttriTtor
A&A Atn.le, rundAiliomtm Inc.
171 I W IRU, TO -
,
t Ina 120-,
llaltah,;�, M01270177
i Sir nF Nf.o
AI, . Flondii rnglnv�r ,,Iw,r Pei �rrlualiou Iicryxtr, for Wayne Dilton, TrI I cert:fy �h2lr I ITHAVe
,
.. firl imi F, lh, "IAH'Ifi"ni --i O, cb,uril,46 ... l ,if am, poi by W-ayn,_f)EIt,..,
., S
lrr� T furthor cetitifv that my in-1vtolent mtI1 %XfG,,Nt_1)aItc,n In-j tl�e Florldo Product Anpr,""I
� 1, �
prui conaphIn 'iti Irld Onill always Comply wirin�, all cruten. ON El in Floniri "r,d.,"Itn'trRi
Code chlrpltr 9B 72. 1 19,
I
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MINIMUM SSS _lHDAI - . AT
TIM -i
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,
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0i .CREIT, I STAIED IN `01 OPF
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13 CA ii ANq.�g -\.
.
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.
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LE_ _* VRAA`N�
a $IG, "RLSEURri Ei ON
ZITO SHAl HAVE A IIA-VA HECHT I
10 GA MN NO
III
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-
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(XADri IS NOT IMPAG7 RCD$TA,-lT AHO, . .
I`IIAC� -
11
1".
-
-
NOT NALT 7HERECUREORENTS FOR
5/arl-5,Y"�.
. r ,
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YAND-CORNE DEEMS NECONS,
LAI, $GREW Dill
11
[ : , I
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AS SHOWN)
I I .
1
.HENNU. ESIF GLIEN 41 VDnDM .I.E.
A
SCREMED TOGETHER - NINI.O. OF (To)
1/,, 2o,41,6' TRACK
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, � r I
1 �� I
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61" SGRE-S Irs-ILED " TOP OF
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IT �
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P -,�,]
A' LATIN
� 1
: � I
COCCIRmll N%Fn ONIFORM STAIJ�
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"Ey NO:
, C_
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I .
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o,"� AND � MA4Ml LENGTH OF Oil
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ACT -1 le -IFEVENTS -
-
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.
: ,
; I
.NP -ITORFIC 110.1 RITGFCA.
I
I 11 I .
q �
3, VINYL OR TADOD DOOR STOr' Ni A
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WMALM �, li 0� WE I OVERLAP TOP
AND MTH ENDS OF I.- 4"Al lrrl�'
5/lEN'-S/ET 1. -_�
SGIEW AT EACII -
: .
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-.0 MOI NECi "ID5VIlli
_6 GRAi,
; . I
t
I. . -. DITUT OcR. OR OF,EFLATCH
REGUILD.
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Is CA &DWIFE.4io-
: I. :I- ,
. .
IONFURFD� IN PICE _yIA`E,NANF IOAA
FN$uLALQN CNflElA.lCAO,Y 004DED To 30 CA
.,AMB BRACI
Sie� CwD`,tJE FOR
; ; , . I
. I
.
AsNsi ,AOEA SPEE, AID A POHYLAWWAITE
BACKER END OFF FIT HAW A HINFHAUM I."
QUAll LOC `QAL
AND -:IrPE
I t I
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Gc"NL
�,Al . L7---
IS I. 0E.I. ol' - EL-ING
PUFY LOOK OR al ri -,,,,,
� � 1
SIMI TUFAI_ ELEMENTS SHALL BE TrIE
- END DIET NEWADO
IF "I
1�
ss�-O"""�Illy Op TIC "ROM"NAL O'
FEDOORD, 7OR "NF RUONG ED STRUCTURE
A D IN ACCORDANCE *711 CURRENT BURLDFIG
- ,
VITH QIPEFATGR �
NOTE I). stric Oxx
11 I
I
CODES I R THE Ll LSTIT) ON �s
SHOWN FOR CLARHY.
I , �,1
�
ORAWMG.
"I I �r 1_�
,
941 I
�
7. HOUR AMIT TO K MNWU 2I6
�� I I
: I . i
STRUCTER
- Al MADE OseaR. iehi, TO
JAMB CON TC1FON SoPiNEMENT FOR
. i -
_J
ji i .
�:
ATIAMVENT TO SVFFlTORTNG S7 T,AE.
NQ_,1L (I) BECTON 15U,_C
I I�l ;__.R_-Rs-
-
R LOUVER OPTION - .080' MINIMUM
AILIUM11i OUVERES IN MOOED FRAMES
IDGER SHOWN. SEE SHECT 2
FOR V-BAF I DCA DOM ?1,1A
u
4 � 3 ,-
-1, � �-
SCREWED T=,TNVR MTH A WIRMUNI �- ',5)
(5) SEC70II DEORS AND 'SIX
0i scsc�'NSTALUED IN THE OD ITANi
or Bit .
_Doi SECTION
"i FES I AND 2 CHI THIS
1 FOR QLAINa QFTGAFI
SUPERIMPOSED DESIGN PRESSURE
LOADS ON SUPPORTING STRUCTURE
SI-Ir
I Au, I T_.,/-,
'"Tim. 2ra*&_W41110
LOCATION OF QFKUHUNE i)IBI
.P,Q,C`,`V,I1RoCl I BRACKEPE MEASURED FR.
0- I (EACH jAWS) I OF MACK (Ai DIMENSIONS - T9711
_I* I I, 1 3 --I,
[ ly
� oi-_ � :174w IT-17,
4
-1/4* (0), �1* (DI)
- 1"',
I N=
�,B-l� FF�IL WAIC DNkENSON DENOTES SLOTIND �R ORACUTT ATTAMED TO
I TRACK, "IN 1/4-7,N9/16- UUOX RELT AIAD NOT AS SHOWN ABOW,
.
I
l Dji) FOLOWANQ E CNi Vatioll Cull RUSTAL, 4,01a 5RAINET N�EIAELEC IS
-
I
� �______________ ; BOTI-IRFUT Sol� .0 APOTONTO'. NAFGi NWFZ To ATTACI TO `RAQ.,
I
WanW,
an X"Pillill
U�
MARK R� BARROW, PZ
It,Or.11PA LuENUINE NO, 57.ERS
NOTES,
1. SITORT Dil"CO �Al 0111M - OW
.1rolt. 3. Ol IN WELOurr FAA.FTS
SoRDIED TOEI WrZi A NINi or Is)
13 CA �ORZ 00" .1.�
1'�
�__1
i
-1
08.1, $M2 INST"LL. 1. TO, OR
� .
I
INTERkED ATE SLETION I.1 GO .ITWT
'A -7S INFORM SIA "
DFLORATIVE INSERTS) WEE �
13 I,' 1AU ANCLE -,,
"�
I
.
O'StGo, NESSURU SHORN GT4 I",,% DRAPING,
1,1, .
-
EZ ' C �ALL - A -IiAll II -I OF
I� QA .N HCRIZ
TRACK -__�
f
rA'-,
11�15 ANU . VA'Osi IL1111H OF lb-111
(DAZINO IS NOT ATTACT RESEFF,OST kNDEOE5
1
,
�,_i
lo, -1 IF ..OIREW." FOR
L-I -a --,,
'. .,
1 !P
�
4:
Z!��
"NP-eORNE D"A's REGONS
CMIN 3 AS :
. .
I
.
-
. LUNG �_D F.NEL D,�RDN - DOG .
.TOAhAW E53 O,AZI C 1. 9T)ILDI. 1-I
SCREAFT, TG&FTNER - A Wisli QI flo�
STICAM) �
10 FA HON ITRT --, ::::
NAM 1.
,
I :
I
I
;_ I
3.
I
-, 1�
-
� ID
15.1� Sr.l HISTAILO IN �.'� OR
,,, ,
�
,-
,
.71N.ED.TE ILCTION (.III OR WTT
OtCMATI'1V INSFFI'r,�i UF,'UNM ETATIt
5/A,O -5/Ar LAO ----;
.
, -
- -, -
/1 �8 I
:
DESIGN PRES91 Is OWN ON TIVS DRAFAING,
__ Ar EAEn
IAMB BRACKET
t"7---/---I
-
�
G__N
1, " . Si,- 'Aw A A-D. H-Iff 01
AND A NAXWLA( LENGTH OF 39".
,�,
,
:1
,
- 11�
...
��A 6 FIT NOT HAFFACT RMSTANI MIT DOES
, . Fli FOR
ACT lill RE40FIEVIA'S
1/1-DOO/16- TAl :1
,,, - I
OPI AT, 20 14X
-HIT
, �
I
,
1i :
I
-
116NUMAIE DFBA* REOU.".
Ai E.A., IS-
qw. WASICT L-THON . .
1��
-::. ,
O - - WODO DOOR ST� -LEO A
1
-
.�
, 1
M"WOM - s, 0 ... Ws, "'ERv,1 TOF,
I
I
�_ .
-
I
A I Fort EIM of PANELS MINUFULI 7/16'
TOVIr" NEGVIVE ITIl
I
�
- _
�
I
�
1
C NET - �O. . ON A-1
I
I I
I
i i
.
REQUIRED,
1, �1-,:CN SHAi �1 GGII�7,.OT�L. AII,
I/
1q.
,I I
rr
I
. -
NEAMOD ill i P-1.11-NIF l
i5 CA vrr`��W
4AIM DRANIFTS :
, � ,
i
,
I
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Hl"'.
ON Doti ao.= 111) IV GA
N "Ov TAGER InsI AND A PQILTILAAHA�,.
FEE �10 Not I FOR :
, I
, :
�__
I
�� 11
IMUM I I.
SAEKCR DID CiA- �, HAVE A All �
Wl I CTO, :
.Al TWE I
� -
Doi
I
I
-
, -
-
c ON IF _SN_ ,
6 " 'Es OF " ON "
STRU TURAL CLEMENT$ �,'Ai CC THI
, /
- ,
;Q_ I ODK CR SJ IDP _01- ,` ,
� �
�
- --,--
,�
f_.
� I
PrSPO.S`FUlT;"` OF THE PROKESSIMAL OF
Ri 101 THE VL1 110 OR 1TRU17URE
_go;,8R?O?-eV A,
,A SEE N07�_
I
01,
I;
k4liss""""i
,
=,
AND IN ACCORDANCE WTH CURRENT 
ODDAs FOR rNE LoAps vS,x ON THIS
4). SLIDE , OOK FJ40
- �
,QR Oil I
�
I
I
-
I
k ;GiT_
LIA�
. !
1.
1
1,172
.
:l.-
I r0i 1 To .1 sil-II EIS atu_-
SIRLMDri GRACE LI990I REFT TO
(I) �, s-
UNEE',
D%','VT,,N ',�k,,,M�
I �
:
I
- -
-C,
:1
�
NAR r'OiKCrON S,PpLaii FDP,
AlTiAC,AMCNT 10 R",NTNo 31,L,,,K.
FOR (S) .-
"D U, - _`
I AN
DE NOT Its 2
I 11
-
-.-
i,1
�
��), ',
I
-
e LOUVER OPTION G8i WINAMUM
ON "It"I 5 HE " For,
�i
I!
. .-
- -
,
11�
�
AUIUNUM OtNln F14 MOOET, FRAMER
D.-HO WTG,S,
_
SCREPM TODETERR M'. A MINKII OF (St
I
__
__
�, IN 15 III O.Io
Pi SCRIAS, INS111, OO -1
,IF THE R."Ol SEITI.ON
F
IAII.
...111i"T IU1sAs'IVI
.
It C� __ - __ __ - ___ -
.
-
VANK rl� NAI Il
Fli I-QFINNE NO 57,159
.A E.1 CAP
GOOR,
No. OF
. I
'e"C"E'S
I -A
BRAD �S MHASURM FRO. -- i
Nii
GECTO
,45
UEACH JAIi
OF IRACUr ALL NNENSPOl + 2")
(
- �001_
�_ -
TO: i9i -1 -,). z�,Ile Icl &is- "
EV-01
_.-
1
--I __
5 J,
-
('491 23' (M-1), W (JU-n.
1
47-1/4, (Z), 67' (G)
Ell
HIB- 1) FOU. AD DIMENSION "U'S SLUni JAAl BRACKET A VAEINED TO
OW
TRAFUK WITH ""I-n,91IS, THACK REAT AND N07 AS 9.0i ASUA,
�
I,!) FOL�Ogi DIMENSION BENDEFS QUICK Ll JAIII RRAOTET hFr,AI,1FG IN
1,ERI SLOT. NO ADICTIONAL HARDWARE HEEDDED 70 ATTAC,T 10 TRACK.
Waque
1I1illlllllllliill�lll
1111110=11111111--
_
Jax Ap4ex Technolo*% Ini
4?45 Nuttiont Park Court,'Sturic 492
Jackilonvite'I'll, 32124
-------
Evaluation roports, ire the opinion of tbe eng Int, based on UK fludi
� Inter who prepared the repo ngs, and 1
lit no way constitute or Imply appro,lut by a total building authority. 11HE Bill I
, teol-I in reNiew of the I
d.ti sur�onttl finds thri In Ii opinion, the product, material, I�W,m, Dratiethod of construction
NiHicifically identified I.. thiNreporl clunfortri VAth or is a Attillableallerturiv to that specified in the
Floni Ruilding Code, WitiVC-1-1 OTHF, LIM11ATIONS IN THIN RIFIN)FIT �
I
Jeffiey P kNeTSOrl P E'L a licensed Florida droliessiIInal si
, ineerinld arnployse of Jax Apex
TiRchnology, Inc (Apex Technology) has reviewed the, data submitted for compliancewith the
PlondaBuildrI Neither Jeffrey P.Arneson, For Apex Te6hriology, are responsible for any
erro-s or ornissions to any documents Calculators, dravvings, Specifications, tests or summaries
pre pe re d a FIT 0 su brin itted ty th e d e SIG IT proferwonat or preparer of reco Ed who are listed i n th e
SUbstarrhating Dsta section of this report.
REPORT NO: WD200602
CATEGORY: Doors and Windows
SUBMITTED BY:
Wayne Datton Corporation
IO95 Addison Drive,
Pensacola. FL 32514
I . CERTIFICATION OF INDEPENDENCE
Jeffrey P Arneson the Florida engineer who prepared this report, and Apex 71l echnology
have. notinancialinte.rest inthpmanufacuring,sales ordistrtbijfionoftfip.prodtic,t,s
included in this re � y com
port Jeffrey P. Arneson -and Apex Te&mbq , ply with all criteria as
stated in Florida Administrative Oode Chapter 9B-72,110.
2. PRODUCT NAME
Mougis 51 20/91 00 Garage Door
Mode is 51 40/9400 Gat age Door
Mocial 9600 Garage Door
3, SCOPE OF EVALUATION
5troctural Transverse Wind Loads
4. USES
Model 51 20191 00 51 4019400, and 9600 garage doors are used for residential applications
with specill I IiNi vond . presFures.
pacc 1 ,%[3 Wa�INE-PALGII
.
li
OR END,
METHI
-ANN7 TO
I SHEEI 1 OF �
I ,
MODELS 5120/9100
DRAINING PART NO,
WINli SP-�,liFiCATiON OPTiON CODE 0228 3i8958 I IPE V31
i
"
=_�_
NoIL ,5� cE,ras k'i- - N,
REQUIRED ON DDOR, INDICTS MEATM THAN
'-O' . T -� PER OCINT
12 (3) CFNIER Pill
REGORITT ONDOOR %oll LESS I,M OR
CLAIN, TO ,2'-W�
SUPERIMPOSED DESIGN PRESSURE
LOADS ON SUPPORTING STRUCTURE
.0 �_
DOOR D UNYORM OAD ACi,, "a UTLr)
.D. HOW,
', -V,T Ak� +122.4/-136,0 -
717:7 __ZC_ ____1`fV? V__. I1-_5____
'Y CT Au- -.3/_102..
, -
_
IIF-O' ALL I67WIi,
-il - - 8C___ JORAIRN [ 31V
JORAIRN �
PAET/CYOUC RATED (-�$ _�FIGHT. 21" C-HIcli 416108 _
S,_(RSF�, ;"1�1�50N. 1 lo,N� 1311,
. � Mx Is r _
, 1. or NN 1 .4
MODELS 5120/� 1 SHEF7 I OF 2
0
---- --- - - - _ "I
__ __ -
ININDLOAD SPECIFICAT)ON 01 TIO CODE 0219
____
13 O-Io"TABILE TOP
FATUR' ATTACHED To .
A. ACE U-BAR OVEHI INTEGRAL RO
'
Ilil �-'E (9) FFREUAl
- -
, -
PRE-PUNCHRO NGIES ,
IN FIDIFICIA OF 11-W
HULES EACH END, r-N. or -
AND ATTACH 47W, 00 CAP A'
Wri ) 114-7 . .
-.518"
EACII END WILTH (2) I/I14�7/8'
PI
CRAT TRE SCREWS- - .
� , _:_ � ,
I J � �
$0,11F QRli ORMPTHE sGROWS
: -le-/
,
-&"
9L_
13 " Rol SLIDE ATTACHED TO
I'TIC-I'ViNCHED HOLES IN TOP Or U-W
-
WTH (2) 1/4 14,5/r cNIMPTIN: SONEWS.
ILACE -EAR OVER HNTFGNAI_RR3 NFIN
,I. �S) NFIF-O.C.Er til EACH - END
USE VOTHI Hi IN SUCOF To r"EUM
PROKR 6UGNMUNT OF ROLUIRS -�
FACING DII AND A-ATACI THRU END
�A? AT EACH ON
I 1A 1i All , I
/ �
O Mpr_t ��/Ii'
I ,
sEUF DRUIN U_
00 DARi VIA= OVER -
M 0 TFON1 9"DIN stki, W,Y
E�
WIN (4) '/A -1
- (2 'IF I I
MAll $ON
I
M ATNICHINCT THIRG END CAP AT EACH
-
VWMeH ARE FA y
DID A- Q If-11.1/11- $11 LO-
ONIM."i CREW I Q(U,IU 04 'HIC
ATTA�trl) --- .
--
-
UOT"AA ILA"'CE IF 'NE, Ji
att�� ONE TO CLEARANCES HZEIVIRSO TO
Tori, (2 I,
F CTORI
I .1 .1.1
QUA
&__�
DElAiL C
LACE 1HCV,nlGW ' .119 *1
' ' O'C' =
C ok
' ,
� IFTACKET AM) ATTACH THRO, END CAP
'( B
/; �Al LACH VIND Imil n(lilr/-1.7/�'
__1 V�n` DF"i MIMI SCREW AS
�� I;
_ _
____ I S
SHOWN AND LSE (1) 1/4-1117/8' SELF
_
. __ 7 Miu.iFEE, CRIMI iiCREW ACROSS THt
�
- - I BCr,TO OF THE BOTT04 4-60 AT
M ,
EAG1,I FIRE -PUNCHED HGUE AT EVERY
DETAIL 2 Is"Or LOCATION. Ol" ��
i �Q`Wol
PRe-UNCHED FICLE LOCAll
CH[Mi SCREW AT
V MARK R. liARIl FF
LQi LICENSE NQ� 01�59
tZ CIN AlCOUl M' riOND, 11-00 'le, INT"EK, IH,
RXFURS AFT,AMM TO _ "I T. (0) PRE-Ful
, _
FRIE-PUTIONED HOLES ", _ HOLDS EACH END FACING UPWARD
ON Sor"DIN O' i I .0 ATTAON THRU END Op A,
WT. (2) I/A-5/8' . I E-1 INAD WITH i 1/1-II.I/Ill
CINJITINE SCRE--__� _ $EOF ol OFFMIRIE SCRIVES
_
_� _ �
, ..
'r /
__. ;._
lKLAIL-A
U CIA, ROLLaT SLIDE AIJACTED TO
FRO-VAICHUT HG',ES :N TOP Of U13AR PLACE O-BAR DAN IHFITGAAF� JIM WoN
SCRi _R` ,40
WTH 4"/4s10+A!VrE`SGNWP1DTE E M(b) pff CHED HOLES cAGTi a
5 OL Us TO E �At UPWARD AND ATTAOI `HRU END
USE ISERE
.ROPER ALIGNIMENIT OF INXILERS - W AT EACH END WITH 12) V-14AVIr
- SELF DRILRO ORIMPTIFTE 19CREWS
15 GA HINGE ATTAMOD *%Ak - AN PLACED, Q`AER 7�
A INA" 'i
/ - I "To
Won! i 114-14ASIS' -
.. I or 11AWa? ,'HIROUM & CAR AT EACH,
CRUITITTE SMEWS (2 OF .41, ii ('�W1.1/5, �U` "i
1. 1-1 - S ,
ATTACHED) - - Oni W LOCATED ON THE
1, - -OAK
WHOM ILAAHNL� OF ME U
, I
F
,!7 ftLOUS TO QLARANGES RECKINED TO
21 N1.11911, SLU41 , I � , � , L RETWO AT DID ENDS OF rHE
Gi ROLUER WIN . Isi ALL U-$ii SNAi O&
A, s7ri I OTAILUIT ON SECTIONS PRIOR -30
iNVA,UN. ROLIER sui .0 TOP
QUAL-3
IT XIE ON THE U-BAMIS. SEE
4TT.WNT NOrTF1_ ON THIS 51HEFT�
1. QN, HiNGE ATTACHED .
PLACE ,)-BAR QVIR
. INTIECti P40 AND A7rFACH
Mi %RM (1E OF _ - __ �� . WITH ,2) 1/4-�b/a'
TATI, (e) 1/4-2Ii 111. I -
. I GIRMPTO. SOREWIS THEO
WHAUi ARE FACTORY FNE- iti .CIES AT
ATTAMEC
,� 3 or WHICH EACH FNIE IATE ININCE
ARE, -O NSTALL90 INTO LOCATION (I Till F�AISGE
TOP LEP"All I�IT,". OF U_ AND Borrow
,�
....
AHIGN 1. Hi HFAT AND I THRU
T R. PRE-PONCHEO, NOUE � I - WEV OF G-BAR AND
F, 1-0 ,
NIEGRAL RIB OF SECTON)
DETAIL C
12 GA 80 2 BRACKET
F
44/w. ACE , "I
(3) 1/4 _;�
ACTORTY ATTACHED ""' ,
/I , - � 0 0 O.TRCH
CRUMPTITT SXJUM___� . . - ,,4 OZZ "'IER .... "i R` ol'
; . "A'.., . ATTA"CH INRU END CAP
- . ATEAM M WITH �) 1/4-1417/a-
� - Wr r
I, - . IF Ofal MW 7 %RF. AS
- SHOW AND USE In, I/I-lip, SCY
O�
- 0 1 9 CAVERTITE 5ORE. OTS 7i
� . 801701, OF THE DOTIFOM U-SAIR AT
LACK FRE-PUNCHLO HOLE AT E"Y
NI&L D NINGE,t0GAnGFL ,Be (1) 114"..100/1"
ORMP It W" A' ALL
PRE-IFUtIONWID NCLE .00*101,1�
FV
1ACIal
"V _
_ �_
" , �
. ,
ON " 4��
,
IF
_,_
LuE Nr,G
'OF
2
NGT.F_ _n
F'o NOLC � ,
P, MARK ,`I� WARRi Ft.
-CHINA no-.N5V No. 57,3R9
S. DESCRIPTION
Models 512019100, 514G/9400, and 9600 doom are sectional overhead garage cloors
insulated with a foamed in place polyuretharre foam. The foam insulation is chemically
bonded to an eXtenorr steel skin and an interior polyarninate skin (Model 9600 has an
In' i galvanizi and painted 32 I -el Skin with art embossed wood guain texture
is gage Ste
finish) to provide a occuposite section for added strength of thE, Garage door. Theoxi
Steel Skims, cobstri..Kneid of 30 gage, A,97M A6553-00 CS Tyl:e R steel with an ASTM A525
:-�40 galvanized criating arid two coets of polyestei IsNi Theextertor steel skirt foi
Models 5120191 DO and 9600 is ei ribassed with a contemporary wood grain texture finish OF
scolorral,ranch orve,fical raised panetwood grain texture. finish The exterior slisel skin
, r
fou Mcclets,'5140/9400 is einbcsserd with a W dvep rt55seopa[Hil wood Grail 1 texture
finish anc may be overiad with cliptional decorative trim pieces. Each pinch resistai it
section is Tarroiced Vvitin integral foal m filled horizontal struts at the top and botiom for
addi rigidity ard Qmf ectedtoyether with 1 5 Gage 10I,pruille pinch resistant LEN;ter hir iges
and 1 5 gage low profile pinch resistant end hinges,
Modell 00 doore wit ,I,. option code assemolies isted in'TeDle 1 of l report are
Inited to a maximum ser.,fion height of 21' and are renforced,oith 11. !'deep 20 gage end
oars
'0,101, 00, 51,1019400, and G600 doQrO with Option code asserriDjos listed. IF, Tace
Models 5U
2 ofthis report afe limited to a rinximurisection height of 2,�r and are reinforced with 1-4'
deep, 20 gage end caps.
Models 5140,'Q400 and 9600 doors with option coi assemblies listed IF,, Table 3 of thr;
ieport are liforted to a maximum section helgT1 of 21" and are reirtfoczeovdh 1.4' deep, 20
gage end caps,
Door Tracks
11 he option code asserholies listed in, Tables 1, 2: ano 3 of this report1have both horizzontal
and vertical racks constructed of,nintmum 16 Gage. 40 W steel andfinsnedwitin an
ASTM A,125 340 0aivarrized coat; M The verticaftraciKeeteattachedto the supportinG
stfucture with 15 gage jamb brackets as spectfied on tne most recent manufacturers
it stallation firstruction5idlrawirg5.
Glazed Sections
Unless noted othetwise, the option code asUsamiDtiliss tared in T, ables 1 � 2, and 3 of this
report are available Iyltn a minimum of 0,090 Inch thick Standard SSB glass windi that
arewristalled in frameB and insertedin the tol Intermediate section of the door, '['he
glazing is not impact resistant and does not meet the requirements 'or wlncl-lborne debris.
regil Peter to the rroat recent btanufsQtUrens LiTstallotion instruolioneldiravilings for glass
size linit0ons,
I'Lis, 2 OF, � win -Gallo.
(5) ScOTHM DOORS
WITH (a) r. ED �
NO KS1 i
'011TED 01"
Z`nKiD`V� G ,--,)
INTEGRAL REEF A!T
SHOWN
(I) SECTION COME
2� GA.
AR
LOCATED D,M I
I MAI 11iii AS
SHFUNIM _ Ili
7� ALL O-QARS SMALL RE PLACED EIVER FHTEMN,
Ii AND ATTACHED Thi RRE-PUNCHED HQUES
WINK (2) */4-14Ai CRIMPTITE SEEM AT EACH
INTERWEAkE NNW OQCATQ4. i2) 1/4-14.7/tr
SELF DRILLING MWTIM SCREWS AT EACH Ell CAP
(EXMIRT ai U_ FARE ON BOTTOM, SWK" - SEE
-
Di B AND 0 THUS S, 4',S/
=Ay 0&'EN
CIRMPTITY SCREWS Ail'
END OF COM AND WNeRMKEi NNGE LOCATON,
AND (1) 11-4,518' CRIMPTITT SCRi
AINTRUNMATELI S' FROM F AM ENE. THERF RNALL.
K A TOTAL OF Vi. $ME*3 ATIA ,ii EACH
U-W INCE If U-PARS 0. SCITFOM Sl
SI HAVE '
A TOTIAI OP' (10� SCHEME �C,I.
Z ". THE .-- OF THE ,e) INE-FUNC11-
HQUES FIT THE lop 0, EACH END �SEV FIA
,
Prer CIAOUNT OF THE RULER, COME AND THE (8)
--CHE. .-.H Ti ElIn OF EACH i
VSQD FOR THE ATTACHIMENT OF THE -,OR Mori
ANTO UNLESS NOT DINFRi ON �Ils
SIFFECHACNOTEN DRAWNC, ALL PRE-PONICHil HOLES
ON Al H-HOURS, S'Il W ATTACHED -To THE DOOR
WIN 1/.-II.5/e CRHi SEEM
D, 20 ,-A *FIAAS� SNALA, sl� SIAIANN? '40
APPIROPHAMY Ill FROAl FACH FEET
-
;iiijiL STADC PRESSURE RATINGS I APPRO
_ � T �
=
R I
I TEST (Ps')i +4OZ5/-46.20 IMAX HEIGHT,
_
IMPACYCYCLIC RA -EL �AX,SEGTIQ
/9
I SHEET 2 OF 2
M
T','2 00
.
I DFRAWINO PART NO, I RE ,
WINDLOAD SPECIPICATION OPTION' CODE 0228 �
I 318958 i P3
Ail Option code assemblies isted in Tables 1, 2 and 3 of thseport, are braced on the
Ill, ofthe &lots wth three Inch horizontalOpenring U-1pars. Eactrij-barlsmai
either 18 gage or 20 gage ASTM A653-M steel with a minimum yield strength of 80 ksi and
arc firtmined with an ASTM A625 mintrinum G-40 g3l,vainized coating. The glDgc and quantity
of U-bar braces Varies deperroing cin the amount of windbact resistance required and the
height of the docli.
In addition to three Inch horr7nntal Spanning UA)ars, some. of the. option code, assemblies
4sledinTableslarxi2olthi report are bracedwith Vertical aiurnintim posts inadeupor
"'
0125inch thick 6063-T6 aluminum alloy The postisatelesroping; post assembly The
oLiter member outside diarre.fier is 1. 75'vvicte Ar 4 00i� long The inner member ouTside
diarneter rzi 1AT' wide K 3,72' ofiri,
6. INSTALLATION
All optionoode assemblies listed in this report are to be installed in accordance with the
most recent mantLifacturer's published installation instrualromirdrawngs a nd this report
T he rnoet reoent manufficturer's installation Enstruations)drawings shali be stnotly adhered
to and a corly of these instrLj,-t,,,ort,i,ldra�,iing,., shall -be available at all Ernes on the job site
during irristallation.
7. ALLOWABLE TRANSVERSE MND LOADS
OvsIgn, wind load preSsures for gar age doors shall be determined in accordaril with i 1609
of Ire 2004 Florida Building Code and shall not Exceed the allowable trarts"irse, wind bads srx�-jyn
in in-- following ta des�
Table 1: Models 6120/9100 Allowable Transverse Wind Loads (21" Maximum Section
Height)
Winclead
Specification
I option Code
Maximum size
Positive
Del
III
!ative
1=
SF
I Reinforcement
Glazing
Available
(Yes/i
i
I
wigath Hequirt
- 0228
---
9F_0FL 1 F.U.
26.90
_�T
30.80
1 3". 20 gage U-bals
1 Yes
0234
g-i I a -O.,
2-0
4D. 60
1 3"18 gag. U-bars
I
I No
02 �'.q -
- -16--a--t- -g'.O�
15.30
1 -, Our
1 3", 20 goge Lubal
1 YRIS
(1911)
I
16!mCrI I 8-I,"'
95W
�7
_ 880
11�11, Is USZ-1 0-bar,
i
YR
is I
i
1 �'�T
No
__i
_:lL2L�.__121±C_)
___1t§_S__
- S'% Rq_9Ut_LL_b_�!F1_____
i ___�L�5_
0_2$3
161-01, 1 a _C,
18.;T0
2070
3", I 8 gage Q-�Oii
I Y s
18�911 ,.",I
30.00
1 3350
31' 20 go U-I:ars , (1) Aluminum Post
I No
-0236
3" 18 gage U�Icars + il) Aluminum Post ,
i No
-
Z
I
__
I
I -
pai .k .f 3 wwrie-l-"altOn
�
�S_
> Ill.
119=
1. SHORT Ol PAill OPTION - OW
14.00
M -.E
AND
WMl SSR MADRID N MULDED FRAAUES 13 � hCHUZ Al
soRryn 70MIMR "IN A AWNHAUNK OF R, �
til SCREWS INSDIF)i IN TUP OR
III
ra HENCE
INTERMEDIATE SECTION (WITH OR, WITHOUT 13 CIA FLAr ANl -\
DE T� 9 UNIFORM STATIC
I DO
DCsM4NAP4S== ON TIES DIA"i
GLAZNG SHALL. HAVE A MAXi HEIGHT I� CA A. NCRi
1
Ali
.01
11.7$ AND A 1AAxAl uiNGTH OF 16,75 TI
GLAZ;4� IS NOT 14PACT R,SUFTAINT AND b�rs
PAINT TO
Ek
NOT MUET 'HE REGAARDIENTS FOR 5/o5xI-a/O,
-0--ai DEORNE ADDENSL. LAG $CRI (MIN a
2. LOW CEASED �AM OPTION - NOT AS SHOW)
A.-BLE WIN THIS DIFFER OCIDIE.
X VON OR WOW DOOR STORINAM A l/A 2ol TRACK �
`L
MAXIMO. OV 6' Ol MUST GWRl TOP SCILT AND 1,�A:20 H"
'No 00"HI ENOS a PANELS WHIP" 71,i NOT Al EACH I .
I _
To Man, NEGA'Sw PRIESSURES, RRACIKET Oi
., KEY i0i SAIDE LOM OR WERATOR l6 CA MIN VERT _\
REQUIRED. MADIK
5L SECHON, WALL. HE co"SIMUCEED Ai
FOAM IN PLACE POLYOREIHANE FOAM
NSUl CHEMICALLY BONGUED TO Do CA
MINIMUM FAIDER STEEL AND A POLYLAMINATE V/J6FI-*/$" LAO -�
OACKER, END CAP TO Hil A le"i 1.1- SCREW AT ZAGN
DEPTHL JAIAS IRRACKET
R. THE pESeN OF THE SUPPORDING
STRUCTIRRAL ELEMENTS SHAIL BE THE
RE SEll OF THE INICIFESSIONAL OF
REGM FOR THE W,V;INQ OR ETRUC __/
, �Dst 15 GA SnNFENAM
AND IN AGCORGEl WITH CURRENT 9011XING .IAM8 MACKETS
COCAS IM THE 1CA.S ,'I'D ON INFS SEE SIONE-IDILE FDA
DRA.- (LUNITY. Hill ION.
AND 71TIE
7. DOOR OAMD TO BE HANii be
� � RA, MADE LUMBER. REFER TO
8 CANICTION "P�� FM
ATIAMMIl TO $UPPOKING STRUCTORIE, HZY LOCK CA WOE I" _1�
BOTH, ENDS, ri
a, Ow'" ORION - .QW MINIMUM REOUIREET AVON OFETHATOR
ALUMINUM LWYERS IN MOLDITT FRANCS - SEE M07A. SUDE
FiGROWED TOGETHER WITH, A MINIMUM or (a) I= WN FOR
r�; 5 ANSHAOLV . THE END IANILS CLARITY
A IT BOTTOM, smilo's.
KUM (�) .-?- SULD
DOW $NO*.. Fill "It' Z
FOR V-SAR LOCATIONS FOR
0 TION DOORS AND SEE
I
,)I'M
TL I ON `H`S wi MR
GAZING O"i
(A) SFODM DOCEIS
Wmi di� 5', " 'A.
So -$11 -FIARS
LODATED OVER
HNEGRAL � AS,
SHOWN -
s--jakialuALIM21MED1111M
� 9A.
As
REY'l
I
1. ALL L-SARS SHJN_L BE FLACCID OVER, INVOINAL
All AND AT`F-�AMED NN0 �K-4,JN�ND TIMES �
,
WITIN (2) 1/4-14.5i CRIVIAPTE SCRE" AT EACH, 1 is-
WIFERMECil IWGC LOCATION. '�Z) 1/4--1 I i
SULF ORION. MWITTE SCRI Al EACH END W ! !
(Exa', BOTH, V- O,Rs ON 50.794 seonali - SEE I �
I I
'i I
Oi 0 V40 IT THIS SHEL -1-/W I
OR �L)y 1 f4
"IMPTITE Rl APF= KID- BETWEEN I i
EM OF D009 AND � , WaIi Hi LOOAUGNE i i
r I �
,AND /,I� 11414,?A� =M?`D1E ICIEW I
AFFROKMATTLY R FROM EACH END, FOR DOOR litr-, � A I
- I
WIDTH, S GREATER INAN 12l 111I SAA11. BE A
TOTAL OF IM) SCREVIS ATTACi EACH U-BAR I I
. Er, ;
9 . I
XCEPT Boni U-Burs ON RMOM SECTION SH41 ;
HAVE 4 TOTAL OF LIS) SCREWS EAC�. .FOR ;F ; I
;
WIDTHS LESS THAN OR FWAI. TO 12 -0. TE r I
SHALL BE A ToTAL OF (16) SCREDS ATTACTIFING :
EACH Ui LICEPT ei U-9i $801TOM i
SMIJ04 ",AIL HAVE A TOFTAL. Or (I ON OPENS I I
EAC�. . I
I i
r i
2 si THE EICEPPOI I �.. ( ) -Fir-ro"o,HP I Ir i
A I lt- I II- i
.66irs IN r� TOP - IAEN ENED USED, -N, A
ATTACHAIIENT OF THE POLER all AND 7HF `6
EACH
FAR --UNCHEO �. 1. THE ECITION OF � _4D
USE �
IT, FOR 1HE ATTACH3,IRNT OF THE TOP FiCITILIRE
AND UNLESS ACTED DIHt"NE ON THIS I i
SPECIPCATION DRUNING ALL PRE-PlINCHID) HOLES
I .
IN AIL U-BARS SHIALL BE ATFACKED TO PHE "COR � ,� I
AFTH, I/�TAX51?8, CRUITTITIE SCFUNEL, I I
;
3L 20 - "Aft ai RE STANIPED '3e , � i
APPROA1,0711Y Or FROM FAM END I
� i
I
STATIC PRESSURE RATJi APPRON�SIZES I$CW-, N,T,S, ---T�ia�T
!D-cRGM Psl)� 115.30/17�,Db 1A1 W'i ir-1, I -0, DATE All
1 TEST (PSF�. �219Z/-25.50 .F�� i �_ - Ai 106 GR
3/151/06, � �
- '
- ___Nb_ E L C . K L E I D 11 * a - Mi L
IjAWACT�� Jc RAC[li � �NDII AS
"�= I __ _H� _ � , , R o__ __ [11int
W 11 MODELS 5120/9100 i 2 OF 2
t'L
339.5 AXISON DRIVE i - - - - ----- - ___ - � ___ __ AW11- PARIT Ni I REV,
WINDLUAD SPECIFICATION op-1 C 9
I'l b.Ol 325I4 1 ODE 322 8959 F14
- (850) 474- 9L90 1 �731T
MARK R, BARROAL RE
FLORIDA LFCV,ISE NO, i
CK
ET SCHEDUI F
=1
For -
No , ""
mA�n
-, , --M �om
SIRACIETS WHEASul FROM 80111%
.,i,C,S
(CAER "B)
!10r
Or TRACK FALL DIMENSIONS - r)
Y-D'
I A
a
" 00-1), 13' 11
�111-1`i ON-i")
"-" -
____
1-T-7-
-
(M-1), 13- (011 29- (10-1),
� '. 47�11e (01). W <�01).
((O-t).
0), 75' 08-i)
UQMI
(�I) FOLOOMOT ONIONSKIN OLNONES MODIFIED JANET BRACKET ATTACHED -0
TFACK ON I/I20,li TRACK 011 AND Nl 51HUNWI Ael
? "ADININMA, "ARDWARE NEEDED 10 A77ACIA TO TRACK,
VWIL 6 D SON M"Arl Ui INSTALL i R MACHO INSTAUED IN
Riso
T. 12
smu "N�m�EU
2 FOR U-BAR INSTALLATION
CA END ,AP
I �I
6171 .1
Table 2: Models 612019100,6140/MO, and 9600 Allowable Transverse Wind Loads
(24" Maximum Section Height)
Wintiload
Maximum Size
positive
Ng.",',line
Glazing
I
Specification
Design
Awflable,
I I
code
Width Helubt
P$F
PSF
Reinforcement (yestNO)
.Option
woo
V-0,, 1 L-or,
26�90
3080
1 3i',20 gage U-bans I '(__
0631
al 1 �'_10"
-
-_ , ---
0602.
-_ __ � -
16--0., E PTOI.
___��-_21_
15�sl)
--.!���2�--L-----�L�12-ag�Ll-�Lm---,�-.,---�-�-.-!42,-.-
1700
1 5', 20 garle U-b.rs I Y"NS
-_ obal
L"-�_�:_
_:L��
-- -
2�00 � �
_-� 00
-_
,
F1, 18 gaqe U-bars, It �
______ __ _,._________.�i -,--
Cleod .
,
'9`�`
��
:�9 20
4'�70
ar. 20 Data U-bairs, - ll� AlUminkim Post 1 110
0605
1 ! --&
I Z_, ,�
I ,
17.00
e Vbwe i O,` -
3" 18 gag, I
r�
I 8H (71 I 81-1111
3000
i
3150
i 3". 20 2a,io U bare + (1) Aluminum Post 1 140
I 61-141,
1 TV- Or, I
`,G, -
43,70
1 $". 1 S gal (�.tars + It) Aluminum Post 1 No
Table 3: Models 5`140/9400 and 9600 Allowable Transverse Wind Loads (21"
Maximum Section Height)
Windload
Specification
Maxim Lim Size
postfive
Design
� Negative
I Design �
"'a In
LA- ii�71",. Wg.
W7
Code
dlih�Hlilklrrt
PSF
� IPSF � Reirscroorraint
E! i
-2mlen
0607
,,, I ,,.
I
25 DO
1 2&Ait 1 T, Is gag. Lubars
I ___
__
- . ... � - _
0608
- -
16�u� 1 1pl..
- - -
1850
-
I 2070 1 3!% 16 ... IF 0-bars
,
I ,Be
& SUBSTANTIATINO DATA
I
7, est Relpfurt Number ETC',Q 5- 97, "I 7,57 ', 1, I r, accorda n re will AN 8 Jr)AS M A 1 08-2002 by
16-
-C Laboratories, 297 Buell Road, Rochester, Ni Installation dfawil and Installation
E h r
instruction., have dicer provided byWayne-Dalion. Corporation. for eac optioncocte
arEsemblyllsed InTables 1, 2and 3'�)fth'$reportir
9. CODE REFERENCES
QQ�, F
Floriga Building L�Qde �, =Lkl
Section 1 InID Wind Li -Lads
Secton 1714 5 3.1 AI,l 108
1 0. REPORT SUMMARY
Upon ievievv of the data Submitted by Wayne Dalton, it is my opinion that the mociels as
described in this Fell, conform with or are a suitable alternative to the rode standards and
sections in the Florida Building Code 2AXA ectri listed in section 9 of tr,l-- rell
Pap
ge 4 ol 5 W,� D.Iton
ll
113.11141
- -
RE- �_ I I
d= (0 DID, MR -1000 FER JOINT
W.Wl.� ON DOM MUTHS GREATIOR �Ali
ifgil
R &CENTER HINI PER JOINT
DOOR WTONS LM THAN OR
EQ.. To ,,�-CT.
SUPERIMPOSED DESIGN PRESSURE
LOADS ON SUPPORTING MUCTURE
I
DOW
Wel
UPON
NEIGHT
UNIFORM L EA �AMBI ("
Ir-o*
ALL
':"
';
_,W-�F
=
___4�T.I � .-I-.---
ute
�
I�S,Si
IV
AU
+l2JL5/IAAo
-
STATIC
I SHEET I OF 2
MODELS 5120/9100
-� ENFLAVANO PAR-. No. 1 FEV�
i
IIANDLOAD SP�CIFICATON OPTION CODE 0230 1 31 5960' I P5
�
-
13 CA ADAISTIOZ TOP PILAM Ul OVER arEGRAL If$
FUcIGRF A TO
IF A�'�� � . "to 'HE (RT RK-RuNcirm
FIR _PF` ED WOUES ,
'Fil H L
IN so OF UAEAE
TFEM Or UG
1
dI, 1 4-1-B le
WITH (2) /4-1US .
"WE
HOLE3 IOMI END FACING UPWARD
AND ATTACK TINO END CUP AT
EACH END WITH III) 11-1AAve
,I_ . 1
CRIMP111 WS - -
.
SW MELVIN) .90i OCRE"
- I
, � ', .
I : �_/
r) LL
_ AILA
TO GA R�R SUIDE ATTACHED TO
PFHEPVNl HOLDS IN TOP OF U-aAN
WITH 2 /A- A5/a*S_�MFTM Iii
Ftl - BAR OVER LA-1GRAF. me Wrin
- i
-E E ` "Wi - -H END
V�" Nj IS TP rNg�
USEE UME
PROPM AUKAWFIENT OF ROULIORS
'A. ORWARD TTAC4 FINHU DID
CAl' IF EACH END WFT11 (SZ&&l..7/11'
/
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, DORMATITC
1W MKOHN
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I$ GA. Htl ATEA . -
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Qsa�ft U-SAR PARIM OVER �
4ji Mr" "'I'M SN"' o
Virs,, (4) 1,1-14,,
N T4
OF I A
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CUT TIN, , EADEN
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END - ) , ,."/a li C. ,.
CIGAPHT, �=OCATCP - THE
ATTACHED) --
.
$.I'll. It , Or THE 0-11.
-
V .l VORMiGARD I
- " , , ",
ROUER WsH - , , '_11'
aL--.L am 'D .��� RE, ONED To
HIST-I Slii AT IT ENDS OF THE
G-UAR% A" V 4EARS SNAL. BE
I-,/r SIFEW ,�
77
All fa
ZL
T
-Al OR �Ql FIRM rO
AlSsil G INIOLIA SUDIES AND TIN'
11"Im ON THE _RARi i
.111-09HISHT NOTES 01, TNI$ s4i
PEACE U-BAR, OWN
" O' ATTACKED
I$ . Hi ATTACtD I INTEGRAL FOR AMR ATACH
1�4 2�/"
/�e
-- ,
O`R-W1;R116M1I/SC`�Z17 D, ----
, " OF
WITH Q) 1/4-20,518-
..
Wi ARE FACTwi`
ARE , A, ,
OR P ,IT. SGREEMS I-
PRIF-PLINCHao HOLES AT
ATTACHED, 3 OF WNHD,I
IF D OF WHICH
_ INS FALIED HINFE
AM 94i NISEALLIP INTO .
Ar, _ , or
TOP LEAF, AND I OF
EAM FIFFERMECIAHE Nl
LETAIr. I FIRM ITLANUE
C HSTALLED
WHICK HE FIELD HISTNIOIC) I
:UAGNEG
OF U-BAR(AND DO TOM
HINGE i AND t THRU
RC� No
Tri Pil PUNCHED i , -
Wi OF U-sAR AND
IN U�a
HIRDINAL R. OF 51,GNAN)
DET,b,IL C
r
Ti�.Frl Fit
E 'As a�,
/I , TION
"i , , -
,
I C rr�,q ,A EAC All
I - ,) IA- , 74r
4 -
." rAM END .71, (I 1.
Ii V, -.-, , - � SHIP VOILLON, ORIAl SUK"
. � __ �L
__ SHOWN AND USE (1) 1/4--w1i SEUF
Ot
MILUNG ORNAl Sol AC = THE
J �_�_,_",
- . � SCITOW or 1HE Or, -BAR AT
1A1 1-INCHETZLI? AT EVERY
DETAIL D "M,I�GAII�%U , 1�/
_ ,� �1�' Z�OI
11. LIMITATIONS
Any reference In this report to the manufacitureirs"most real information is a direct
reference to the most recent information Submitted by WayriEF,otai to the Florida Building
Commaiii as part of their Florida Product Approval application for the option code
assemblies listed in Tables 12, and 3 of he report.
This evaluation report and the most recant Installation instructions, when required by the
building official, shell be submitted at the time ofparmiltapplicallort,
The design afthe supporting structural elements shelf be ft responsibility of the
professional of record for the building structure and in accordance with current building
codes for the loads listed In Tabiles 1,2, and 3 of this report.
The doore shiall not be located in areas where the trarwverse wrind loads exceed Pie
allowable loads shown in Tables 1, 2 and 3 of this report,
The option code assemblies ;,will glazed panel inserts do not meet the impact requirements
for the wind -burner debris regions.
The garage door assemblies listed in Tables 1, 2, and 3 of this report are not approved for
use in the 'High Velocity Hurricane Zone' as deftned in the Florida Wilding Code.
12. IDENTIFICATION
Each Model series covered by this report shall be lobeled with ft mainufacturer's name
andfor trademark for field Identificartion.
,
,
,
I
Jax ology, Inc.
I J . neon, PZ.
P.E. No. 58544
June 22, 20M
III 5 of 5
A
/
)
ex - -i=
�9AILAUM211011-APIM
1. ALL U-SA" 94AU K Fi_AQ1D OVERINTEGRAL
RIDS AMC ATTIM-liED I*W PRE-PUl TOM --
WITH (2' I/A1441- CRIMPITE SGREWS AT EACH
NTERW�SIATE R;Z5K OCATEILO) 1/4-1497/er
ALF LUNG CRIMPTITE SCREI A-` EACk END CAP
rEXoaFT Eli V- RARCE ON 607TUAT %D0,10W - SEE
' UETUI 9 AND D 'MS W,flfl, (2) 1/4-11.5/8'
GRIMPITE MWS APPROAMAray NOWAY BFIll
Elfir), Or DOOR AND NT,NoOAn` HINM LOOI,1014.
AND (o 1/4-14I�,/ff` CRINIFFIFFE SCREW
APPROXIMATELY R FRONT EACH END. FOR MIR
WIDTHS GREAT- TIAN W-0i THERE .1. 1. nE A
TDIAL Or ,'n) SCREWS AIACHNG LAOS U- RAR
7Xci ROM J-&ARS ON BOTTOM SECTION SHI&I
Ti A TOTAL OF (s) SCREAS FACK FOR DOOR
ACTIONS LE III- OR ECOr TO Ill l
Si BE IT, TOTAL OF III) SCROWS, ATTAIGNINO
EACH U-BAR EXCEPT SCr, 1-BANFUT CK El
SECTION, SilAW. .A11C A IOTA, Or (11) SCREWS
E11-
2 wl�', PIE t"'GOPTION Of THE 09 FRE-PLAOTETT
e1OO THE �- OF EACH' Li USED FOR
TT�S IN
. 0914i of THE Ti Ri AND THIF ' ,�)
"Ri , D HOLES A 'HIE Wl OF EACH END
JEFID FOR IF ATTACHMENT Ol THIC ToF Riori
INV UNLESS NOTED 01.11NAll ON -5 t
SP fril ORAWND, AUL PRF�PVHOH NO"
. EX
ALI. O ARB SHA.L HE ATTACHED TO THE DOOR
MITI V. 1441V WhIRTHOL $DS5W5.
I,, !0 CA U- aARI GNAU OZ TFINAl '46'
ArlDROXNATELY 3' FROM EAM I EAD.
A-,
DOOR*
I. GA.
In
Is All
EST
WoLyne-Daltiou
FAI TO
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i Is- 11_1� ,i 28. 1 -. 1-0. I DA - '14 E
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I I L _ _mm_ ___L��I�X�q,M _L_ __�J I T_�__4 _ Z
MODELS 5120/9100
I I �
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I 11.1 -AII -1. I I DRX*NC IART 110, I I
MARK Rl EIARROW, RE I PoNSAM.k FLORIDA ,12!514 1 WIND! OAD SPECIFICATION OP7lI_n4 CODE 0230 71O09, - I
FOLIFILIA LILENSE NO, 5/3FLN i (560) 474-9690 '5
DANSCO
DE
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Flohda 33572
Phone: 813.645.0166
Fax: 813.645.9698
www.danscoenginee6ng.com
CA 25948
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THIS IS A NON ENGINEERED
SHEET BASED ON PRODUCT
APPROVAL INFORMATION
LOCATED ON THE STATE OF
FLORIDA'S PRODUCT
APPROVAL SITE
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OF THIS DRAWING ONLY.
@2D07-THESE DRAWINGS AND DESIGNS ARE THE JOINT
PROPERTY OF DANSCO ENGINEERING, LC AND THE
CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
UNAUTHORILED USE IS PROHIBITED.
REVISION:
DATE
-
DESCRIPTION
-
I
-
VERSION NO.
-
SHEET TITLE:
WAYNE DALTON
GARAGE DOORS
SHEET INFORMATION:
JOB NO.:
DATE ISSUED: 09.04.07
DRAWN BY: DZ
REVIEWED BY: TH
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AUTHORIZATION TO MARK
This authorizes the application of the Certification Mar k(s) shown below to the Product Covered
desciribed below herein when made in accordance w1ith the authorized Listing Report, including
Manufacturing/Machining Specifications, and under conditions set forth in the Certification
Agreement and Listing Report, including Man ufactudng/Machining Specifications. This
authorization also applies to the Multiple Listee model(s) identified on the correlation page of
the Listing Report.
Client Number: 35315 Report Number: 16742-1A, 1 B, I C,11), 1 E, 1 F, 1G and
1H
Evaluation Center; Elmendorf, TX 78112
ApplicantfBasic Listee: Florida Extruders International, Inc.
2540 Jewett lane
Sanford, FL 32771
Contact: Name: Robert Amorulso Phone: 407-323-3300
Product Covered, Milestone Single Hung ViVindow
Testing Standards; AAMA / NVVWDA 101A.S.2-97 SBCCI SSTE) 12-97 ANSI /
AAMA I NWWDA 101 AS 2-97 State of Florida Product
Approval Rule 9B-72
This document is the property of Intertek Testing Services and is not transferable. Only the
Applicant may reproduce this document. The Certification Mark(s) may be applied only at the
above noted location of the Party Authorized to Apply the Mark(s).
�
-
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5
This document supersedes all previous Authorizations to Mark for the noted Report Number.
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01111111,1111111 UbMA ommod", Wriaw,
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Rt,port prepared 15=1'racie Sprolm (Inn,7WkETI, SEMKO) on SQ2�2005 11:2929 AM
�
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AUTHORIZATION TO MARK
This authorizes the application of the Certification Mark(s) shown below to the Product Covered
described below, herein when made in accordance with the authorized Listing Report, including
Manufacturing/Machining Specifications, and under conditions set forth in the Certification
Agreement and Listing Report, including Manufacturing/Machining Specifications. This
authorization also applies to the Multiple Listee model(s) identified on the correlation page of
the Listing Report,
Client Number: 35316 Report Number: 16742-2A, 28 and 2C
Evaluation Center: Elmendorf, TX 78112
Applicantf8asic Listee: Florida Extruders International, Inc,
2540 Jewett lane
Sanford, FL 32771
Contact: Name, Robert Amoruso Phone: 407-323-3300
Product Covered: Milestone Horizontal Roller Window
Testing Standards: AAMA i NVVWDA i 01 A.S.2-97 SBCCI SSTO 12-97 ANSI I
AAMA / NWWDA 101AS 2-97 State of Florida Product
Approval Rule 9B-72
This document is the property of Intertek Testing Services and is not transferable. Only the
Applicant may reproduce this document, The Certification Mark(s) may be applied only at the
above noted location of the Party Authorized to Apply the Mark(s),
-
-
, �
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I 4 -'�
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'
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This document supersedes all previous Authorizations to Mark for the noted Report Number.
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? ftruder� Lintmivional. Inc,'121632 i R":8cp 22 200 10,05AM
Rq.,nprcm�4fQr;,Ir.wi"spmlc�(fnwrtvi,FFL, SENIKO).0122/2005 11�2744 AM
___ __1 1111-1 --- ,
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4=_�
AUTHORIZATION TO MARK
This authorizes the application of the Certification Mark(s) shown below to the Product Covered
described below herein when made in accordance with the authorized Listing Report, including
Manufacturing/Machining Specifications, and under conditions set forth in the Certification
Agreement and Listing Report, including Manufacturin Machining Specifications. This
authcrization also applies to the Multiple Lis 4 identified on the correlation page of
the Listing Report,
Client Number: 35315 Report Number, 16742-3A, 38, 3C and 3D
Evaluation Center: Elmendorf, TX 78112
ApplicantfBasic Listee! Florida Extruders International, Inc.
2540 Jewett lane
Sanford, FIL 32771
Contact. Name: Robert Amoruso Phone. 407-323-3300
Product Covered: Milestone Fixed Wriclow
Testing Standards, AAMA / NWWDA 10111.S.2-97 SBCCI SSTD 12-97 ANSI /
AAMA / NWWDA 101AS 2-97 State of Florida Product
Approval Rule 9B-72
This document is the prop" of Intertek Testing Services and is not transferable. Only the
Applicant may reproduce this document. The Certification Mark(s) may be applied only at the
above noted location of the Party Authorized to Apply the Mark(s).
- . I -
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This document supersedes all previous Authorizations to Mark for the noted Report Number.
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1*t I "f-, ; lq.Ad� F40,nd lan,mal.).al. In, 12633 r R.: "3ep 2,� 2005 10�25AM
I
I
.
General Notes Drawing for Milestone Series 1000, 1600, 2000 and 3000 Non -impact Resistant Aluminum Window and 9-
kI
lip,
i
Patio Sliding Glass Door Installation Details . I
r, G! .1 6
.
Thew notes are provided to ensure proper installation of Floride Extruders Missions Non -Impact Resistant Aluminum Fenestration a n
ii;
HI;
Products and must be followed fully. This General Notes drawing shall be used in tandem with the product specific installation drawing. �
a
6) 590=1 &=M Alsallillvaikulliam I 4 9
1) SHIMML4G, 4) EL00MOM.
2 �p
a, RANGE FRAMEWIMOWS, sibiplas rw*edgttaMln$Wdml�l�wwrJllwd & Onaby(IK)wbodbucking'. DISCLAIMER
I
beirlo; Oft The misilanufft blwiabla OW stl4k to no 1/4'.
tx FIN FRMH WINDOWS - Sbim as mQuIred at each Installation fastener with load beannil -
1. Apolles to 0 pon,strodorat bucks 10% bilen I V2" itiftera Not: Intended to The purpose of this installation drawing is to 2
0141L Inle (00013M Olaw*6 Shan Stad 0 be 1/4% As* A bead Or volloole I 16
-4,0" , W* to rasmaill am by wood buck only. present the manufacturers recommendations � *
I
. Malud or.loonwed �wival * the fast- location, prior to maisrin the shil. to
.dn.Te the *m W the substrate and/or wrxiow bame, Full beeilog oetogm ft Oft, 9. Ore by wood boiddeg 00 be secured to the substritte (trar", conambe or for anchorage fhe,, concrete screws, wood
subsizate and window frame we requi,ed. structural wood buddrill ar framing using fasbal sultable for the application screws, tapping screws, nails and Vulkem -
L Irift 'as" ww"' ft MIN option Is ampliW with fitined whilows, lifilms can L Ifft prolluctspocific Irstsboon *400 420 pritstribe, faislawtv g 12
he limited to the location spacing where wood si,rews sis, required. It a not natitilmments V tv loodkinsi, Ili" shell to followed, Structural Adhesive (or other approved
-.A
lmpenattv,e that that Oidm be oUnddlent with the r%A ? 7 ft picalluct spectic lnslalotdcs� drawling don proscribe faft" equal)) to achieve the design pressure i §
c, SUDING GLASS DDORG -Shim aarequired at each ir� lasawlerwith WW boarft rettuiremants for the ltucikst, fasbaring must only be sufficient to spedfied on the fenestration product as - .
1
slilta. The MadMum OM" $him Aid to be 1/4-, Load beoft stion at $fit must be makitain posidw of the buddni;f 40M wimclom installation, required by the 2001 Florida Building Code � �- 1 .
pneau" treated wood or plastic and mug be comipletiely encolmileted h seslant or set a. kWaW,b&4wordaslgnVdemftwlofmoxgmwopeIfy "' �' - '
in wat �01%10110� method to secure am by wood bucliting tin substrate to Witatie, (FBC), Section 1707.4.4, 2004 FBC-BulIdtng, 'n I i 9
.widw instilhatkn Section 1714,5.4 the 2004 r . .
Z) SEWNG OFrAFEEN FENESTRATION PRODUCT AND S011STRATE & SGD SEW SEWNT (see and iA
P
Disdalmer Statsrwantiiibove)� b, TWoloy(2lowoodbuddMorbarift: FIBC-Residential, Section R613.6. A § i i I
a, MEM-SEALAN11' TYPE (not applesibia when a specific or" or type is required) Recommandallons regarding flashing, e V,
Q
L Sealant two Amill k dtaser, based on ft satiant manulloctumi's 1, Applies to at struchrail wood bucks aticiba framing at it* hood, jamb or sit sealing, sealants or other joint sealant t �
7-- - I
recommendation as it rell'am to material'; 14 be stow, winicamersol conditions ecitual, to W4 groslow than L Vr thiclowiss,
M
practices does not constAute a warranty
3no intended Lee, I. Z" be! seast,ty fasteried to transfer the food to the mationry, oxxxote or either expressed or implied. A R
i
structural substrailin per =1 W, Section 1707.44 2M FOC-ftild1% 'T
b. WINDOWS-RAIAGEFRAME Sedisin 1717.5.4&-42M4FOC-RedftrOLSacdmP6lUand/orttw&vkw Q §
L AdhadvaSsal-REQUI ofrVXN*0eb*i*apPkat"4& NOTE ON PE SEALING
1. us*vwmmlt6ome*ftmwftorappromdogwwoftt"w#*Ws N'
iotimysil moolkiii r. and mr-cast concrete $11 (9, Qdw sill oonstroctim) Original drawings with two sheets (pages)
! : 'Zn
4" RA length Of sk, are reproduced on one shoot front and back. 5 A
RQ
2. AppkotwofVuhmnil&adhegNmswkntmapp�ndequWnwd �'q.
* wb) stabot maoull-dumes moammando"oft 5) All Irstallialtiort ftlaners must be park of oorrosion Pulstarst materials or have a corrosion When reproduced this way, they are seated E .
turpint coo" awwo W40W for " environment **or material wrient Iii 11�
I
IL Sealant -"Im " -
ECOMMENDED (see Disclaimer) on the first (front) Sheet only. In response to 1
g
1, uftwawttbb�*MVONbwn�smotttwardpmb& Am east in pressonavueryatim tralsoxf woocl, the wood VJKW #0 be consattsol for
21 Use sealant for patmew seat WIMM e,Aeelor of flanoewinclow moommenclation of fasteners oxro** wft the onamproveservaill" treatment process usocL Robeirt Amoruso's Inquiry to the Florida I .91 1 :1
A
mounting An wW w seal heads of imitallakin fasteners. Board of Professional Engineers, the FBPE
c, WINDOWS - RN FRAW 6) AM field suppied hoin in the home (it requirec[) YA be as iblows. at their meeting on June 20, 2002 responded I It � I �
a. V32-4timalerford#Swoxiorlapiningsawas, -
Adtift"o Send - NOT REQUIRED ti� 3116'hCMYMwfOrafl#IIDY000dorM"saemanci�,qirdim.wacmoq&e that in such cimumstances, it is acceptable
it
L Soaark-RECOMMFINDED(SeeDirclinner) S-re.r. for the sealing PE to only sign, data and seal M - -
1�-
-
I' 0. Maiant b.%W wk*. BNW at head, slit and Jambs. c. No, 29 site drill bit for OJ31' shis* diameter nalls. the front sheet of the drawing when printed -
2. tbe.��fo,pow"ewmlwowAcft�iwoffam"whxiqw
d. No�33soe"btfbra,lLr*w*dbmeWnaft
mounting fm and to sed heads of Installabon [patenerli, on the front and back. This was doCumented :� -
.
d, SLIDING GLASS DOORS 7) 00nodbe Screws Q;Qr attachment to 17090M or coricrabe substrate.) by letter to Robert Anil donev ouly a I I Dwr=�I'��106
L Adhinivessm-NOTRequIND 2002 from the Ofice of the Attorney Gene�l,
It. MadmisicallyllestenedComers-REQUIRED & Shall be *FW head uniess otherisse indicabad State of Florida. Drawn ar, PJA
1. sAdavistias Dom reowedinNooduod,omwisecaridetton snatitsave b. SW haw 0 minklism norrinot damollor of ZIW units, otheriviss, nptoc. chocked by; YH
I
Jamo and .it oomm sealed .*h A unad).VA seaw, sawint� c. SW tiove a minimum embedinorl of I *'kllo the ouricride. mawrry, or concralm bkxk
it Serent-RMMMMDED(saillisdaboar) or maicory unit �W moWN the POW urless o0winvise noted, Robot 3. Amoroso, P.E.
I . u5', sealmd' be*4 door fbrw at lead & Jambs arid behind no* .". d. SW hem an alionable worlimV load in show, am no* on the 'Paris LW an the prod,od R. L-Kartse flo. 49752
2. Liberally apply saislami: unclar sill or set slit In bad of wat concrete. Sol sPecift Installaft OWON*
between back immoer of slit Hw and convete. SW all fastarier holes
poor W wdoaEry tastiew and amuto head ofter k"ation. I. WaftV load Is defined as die ultimate lead delserwilned by bat diorided by 4 as �
determined and pubillitied by ft concrete screwts mairsolsichwer. . 1111111111 " - t
use Sealant f& p4rim4lor 0121! loOtift0i ox** of 00W sad between ho&
3, WIP at buck W Installation fintimem 1. If the alloweitiss Aw bad iloaseds the above miribmaim, mlPred number of I.,
4m to houb �.
pocliet and small of
3) MATERIALSo. lostaners shown on the Installation drawings CA14NOT be decreased.
9. If We allow" stisar load Is less than the above Miniman", additional site
., Window and .116rg glose it= frame material Is AWmInum Afty W153 T6. angmearling analysis mentirig the buildirg code and axoplable to it* Audionty
b. of NCO 7- Having xgwctim Will) WIUL Be mored.
5��SVMIW
1==:��
C. 0, a e. Concrete scrowsslisill bodoullident two so thilt ff* minknum onbodatent kftft f
d. Tapp" (Le., Sheat Metal) Scmww when used In Rev of Wood Sou'. " meet tN readvino %&*at,, (memow Matt" it* palr� is am , �
�"
MQL*W-ft .g Wit a. f, Warren Edge 04WM Of doncrela rolaw flarlaosS "I be 2 V4- ftM it* edgit of ft .*.-::.7
4� ?" OW most the requirwrital of We 9. . '..'
substrate for a 31W diameter conombe $crew,
,*. 05� `
f. Comosli Resistance Coatings for ImstaRrion laslsneic� sball insist the requirements at 4,
Noto 5� "".1
li� concrew black a ooncnate masonry Was (CWn same meet the MWAreinent; of ASTK
M
In. Conaaft " mod the min,mm m**vmmts of the Flondo Sulidtnii Code (nommum Drawing No. FLEX20100
coinprew" alrer.,ft of 2%0 pso� Sheet 1 of 2
.
I
General Note�_Drawlng forMilektone Series 1000, 1500, 2000 and 3000 Non -Impact Resistant Aluminum Window and
9
Pado Sliding Glass Door Installation Details
.151
E te �gn
'
9) =,$aW&Vlpft(g*tMW)SOVSWJWlr4UWMVf~grODOrhM*InW')Od�Qd( 11) The Milutme Series 1000, IM, 2W and SM Non-limpod RuistantAlignirim window WW
A si
I! I �
ling W 40 Patio Sliding Glass Dom Insballstion InstouclAins comply With the tokowing:
a. 21101 F8C, Clialottor 17 Sections 1707.4.4.1 for anchoring reelpinwrients, 1707.4.4.2 far
1 !
!
a, Wood so—, I 4 rwpkv*vw*o� be*fte t1od OM-00 Alme frame —. masonry, concrete Or other structural substrates and 1707A.4.3 for wood or approved
b. woottlikslialis lk ** towthiiiii $a �loory* 6irt when LW owflit from windowni, framing members.
C� woolksewssitaltA*Alim 01&6�'t dilioobw,Mkt*WAWft b. 2OD4 FIBC-Bulki honing
aiapW 17SBcdom 17i4.SA1 for
. 9
I h 8 4 -'
Wk ulreir
I reci nails,
api�N' I'' � I .0 I * _ � . - - .. g,
d, T - soneivis*WmAill (OAAA*Mnsionst-
11 - '� - �) M. 1714.5A.2 for masorry, conande or ot1w structural substrates and 1714.5-4.3 for wood
=-4.0.1
U1 A I
I � I -
e. Dirriefieridetobadradol:00% - As riddlist. (03kio or approved lInwaft members,
1. If wixidAindst. s*.pre,tion, halsworMows (Adipseupedlint )lloodilijbori for Wood
,
I � I I � c 2M PVC-Rosidential, Chrobar 6 Sections R613.6A for vKhorling; melalrormintli, A611"
.
:2 '
�
calstrocft)� for masorty, cona,01be or 011W Oniclan! stibstrates and M13.6.3 for wood or alopmwed
L NQ-8*c*d=m*-t1(r-dW_4aW1)0X4W framing misribers.
0 R
11. *�iOi#6bdww--.*"�41&06i6irOA-lok�
'
W
�-
-
I ,
9. Wood : Sipe I yis-'�'tjpililiVj� r`1W *-orrifilwo - VA-lbornarianum onbectroont 12) Milestone Series 1000, ISM, 2M arid 30M NowImpact Resistant Alundriurn Windows; aid Patio
Inhorliencelving Vloasidih trassindber mcaivltM;=
Sliding Gwas Dom we and lableterl in accordance with boa followir,si.
I I I � -1. ,.. I I fer-lisdaning lift ft,and grain of wood.
[I. Wood slierewo & I" Sftwaf0k,a*'b6 uW' �
. � ' a, (Performance, Rating) tistaid In accordance with " follinitil A
. E
I I
H
='Prosiiiv;
idavlaild to generate
1. w4 MW* ant W
W-4,.""47*ONS�_aom�*w# 111051111 ,,, I$ placed on ft frome Meeting this, requirements of the mkwkv.
,
, , liq�'._."__ _0 ' ' soaW -'- 4 fof�aprb�r (SPF) ordM
bi OWN Oita 1111whilf *0
Ill
7 0 ��.g
I , - . 1. 2001 FOC section 1707A.23,
=1101; 1. i . 0� I.-
l. WOW *mwis wiPladic Inserest5lift 0asaboarr Slillooppitaidep - C NM FW,"ft Sectlon,1714&2-1, and
DOM Faction,
M
-h =_ a �
V .9
,
I , .
lostalliallaoisliew it ibbw�m_ t is AIR f* giiii-1w, Ca0crato I sib . �IOW[fte shall be actio,od ill. IM FINC-Ruldiestal Section R613.3.L
, , �,
10111, :'. II, Applied Loads arid 00*q Wind Load Roollitarm In accotivionce vft the following,
wim "Ottlandwoodisco =mR.00%vidle,JbiwAvootisimmadis. 1. 2001 W Section 2405.3,
F .
.1 i
1 g J r. 9
go
L bodSol"witionst -
I, shallbioll'sal abe -1 Weita Into the concrete L 2W4 F80-SuIlding Section 1714.5 71
' , _%fttopnivitdomil
._ ftia � _#� � tridarint S. 2ONW--Resk*r&WSOCOonR61'3.2iRS13.3.L.,dASWC13M,
-9 g
10
91
9R.-
or osiopiartii.
". Aodhoratfiall" or's trow4awba-trowdavicartibilikaw *ft alkiwado lines, � A non-parmanerit Wall is placed on each 6* of the, window or door designstilig the
I .
�
,. , Wboilini . sibe And-74 lba, wtwIdpg (Ullti 4� tog and t4wim of ft gw*g meeting ft milludmiments of tils, Iblicaft.
losicip, pmetair blamor.eq , letUldre mod
.1. - - .-I ., "I �. - I I , 1. NOIFOC, SWUM 2403.1,
'
I I I
W. NO. 9 lAtoodi Ilsodii,
§aftftwieft . , I - I �
L slat bootsuffildleMbpa � IL 2004 FOC-Buift)l Section 2403.1, and
I
" ' ' otc,pnov,slisinlin, ZfA In. embodmentirito the W, 2004 FOC-Residenball, Sedieri P-IM1.
N
A ;C ;
tiwicift
� 1-1 I twoelikery,L
z moorishilitibs iIrn qo�sktiwtp "**W"q§# wm aftivatia, stwer
, �
:1
loodw,7--literi-equal 111111
eal�li$. Vlansebiant�OLibi—pig(ultirrike,14). 13) QWM Perforinancie litirtaiii for Fenestration aser",
a. The averall assembly Performance ftft shall be based the low
e
.d'
on offollowing.
� __ � . L Tee mportdas4n pressure formation the lowerof the structural, air Infiltration
I
.0
,
'<.
�� �"` and water penetiatipri testing In the positive and nagatme, directipra anct
�m �_' 1 i - — recorded on the pennarienit label andfar test report
A
F1
Z
il�
.
famw P10ft_m'__a_:__ IL Glass load resistance ft= ASTM E-13110 recorded an the non-pannamrst Mall,
0.0,Fwxpa�n, PO-7plug b. Glass thitiness my be stmotas then ft test spectinea per the requilimments ofASTM
.
i
I �
1
E— kr;;=9p0twInd
Cr -bS—
9) N�ft(WRVAWwmofwkwowordwl*$A*ZW*Ahl-:.Xorfromi"gohmttL) MZ:gW_
L JOI/L '2(A440_05� S#ftn 0a.2 & U.Z
I
-W
6 9
6 �
& Nails sitttill intat-Haii, onsibsom tswiliseents; at'" "hitt#wft*utkmbw drawings for tne the $PWIW sholl specify a doslign pi"rim 0 allow the manislacturair to OM
to ".Oianvtlbiotshai� 1. I 1, the Pooduct to mod andlor woosecl the design pressure nictorenwarsts of go
or Ow specifier WIN a 4" No "lickness thalt � � I - orwor
A'
-
L 4ifikollill, prejlect Woolly glass
R
It- tiossiDesei* exceeds the design pressure requilonests ofthe! projea
� I. ".., Q",a*!br'�v*wdo*!n*#oil 9, The Om type, and liddimess specred by dia spedfier will not be Was than that
.g.1-
- -
7. Aiii$OOW!bO'",pWLICV*fttMU16n&imftfbrOrieBVBtKktq used with the tog speamen.
Data; IL/14/06
Scak; NTS
losteial �_.'.
, likirilil I
b. Nwdldmfttft�**�i "T=m.fdati(ASMEA61,-staineard$peciabOwd t4) The windlewo " ro 00 instalaill in arm wilitim Owe applied trarewtvas wind loads 010
DN",Abill"Millitills olicimetbe design Pressiat based on 13.o atiom
� ,=.oSisow
� Nasaww�lllrcoaoftbw , , 60kim�NOW,0,0��,,--*O*ik-f�-ON))-
Mesta Blin RIA
chadiest or IH
p m 0 an i 4 4 4 W? W V ii it W'*-M 0, ',v " i r K marbillised, this is not 15) Unlitowne of Use
Mandatory, a, Ille windows shall be Installed in accordance with tre Manslectiver's trialotilabon
1. lawr27;z Drd%ftr.
a. Etwis" b. Fastarms Sim Type and Spacing am dab, tried by the type of construction par the
iL Naminufa=10v , ow -Alt - faft's an
- � - Po"evall ap-
twindow5i'�T=009=
tki"o, _
d. ROO =' , . editirk"airigirbo"104grabovirwwo, C be Installed In arm whom the applied tnanoveres
falsenalaincl-withdirav- I ,
6. — - , - lea& astarriop,na — - wind kiads aweell ft allonvatills design Purim board CA ft follow" (see Note 13),
_ . _0 , - ussoft, ' ivano'kataf, , , . q,
..Iiokml#aw4f.-O.Vkt*,0-*.***,O,MliF illilsil�'"oeb*d. t. test report4edgn MUM" Wild/Or
f, g=car*%';AA*'6Mt)0" asowiiiiNedipsovesim*Wfication for wow L gkmbpdmw44mmdv*a*WfmmMTMLILVD.
te.3- d. MILEMNE Series LOW, ISM, 2000 and 3M No�lrnpoct Resistant Aluminum
L 0-II3`"APk-#.iM4W'aWIs0&h*4& Windows and Patio SUN Glaw Docirli ton not been evaluated for ine In 1-11gli Velocity
L 011hernalt- 004413-%of.bbitioilftilsirriessaMquired. hurricane ZOOM (ftwarld brid MO oxindes) or in 111flilictilowle Dittorls ROOM as
, ,
datfirwad In the 201 Florkist &AdM Cpdw� 2W4 Pkinds &ildtog Co"AWV and 2W4
0 Asambiv 2fta ftimare, Babbitt 6 Ilk r�* Hands Building Code-Rilsidestal and sholl! not In used in this UVWL
e. MILESTOW Sivies 1001), IM, MW and 3000 Non -Impact Resistant Aluiplam
10) - but- sword'ar'*Aodowitand P*dporstbiltwamplitIdAi. requirsirwits, bassid Winclows and Patio Slicift Glass Daiwa may be used In Winct-Dome Debris Regions; m
irlommom =it!=,
tba Nadiliris witespit "Oodil spo fth'o' ocift and the nodes dd%W in Use 2001 Florida Bumilling Cc* 2OD4 Paorida A A I Code,autiolling and 2004
or code ;;�� �L boialnir� ,Tq*a"000bnmwMthe Rands, Building God"Asidentlal that Is "Oft ft No V" K.1cinat Zone$
1
building -d4.ft*,W im4lit.4irlosit -, , — - negaidoe ,
� � , **4wJe4L**P**Iiiiragards'Vo0W (Broward andi Dode coundes) V a Florkla Suildinig Goda approved shutter asimuntly il
I
1. .in,lerIlaill - . - 1, I by'Fiadda Eetrudes for Its
design preawok btkwe4 ,"'*"'Dft-ngmwo�PON� ' emplam to pootect this WW" or the building is designed as Partlaw &XIbroll it' I Driewing No, FLEX20100
mileitane brand lwsas;itado� thipallateardeW
.
products indudi$ V* "oriastio accordance, wo applicable Pic Coft sections, L Sheet 2
of 2
.1 I I
_ - -
4
Report pnPared] far Twie Sproks (Intatek FTL SEMKO) on 9/23,2005 2:2�;04 PIM
.
:= sm -
f
� , -
-
-
AUTHORIZATION TO MARK
This authorizes the application of the Certification Mark(s) shown below to the Product Covered
described below herein when made in accordance With the authorized Listing Report, including
Man ufacturing/Machining Specifications, and under conditions set forth in the Certification
Agreement and Listing Report, including Manufacturing/Machining Specifications. This
authorization also applies to the Multiple Listee model(s) identified on the correlation page of
the Listing Report,
Client Number: 35315 Report Number: 16742-4A, 48, 4C, 4D, 4E, 4F & 4G
Evaluation Center: Elmenclorf, TX 78112
Applicantfgasic Ustee: Florida Extruders International, Inc.
2540 Jewett lane
Sanford, FL 32771
Contact: Narne: Robert Amoruso Phone: 407-323-3300
Product Covered: Milestone Sliding Glass Door (SGID)
Tearting Standards: ASTM E1886 (2002) ANSI / AAMA / NWWDA 101AS 2-97
State of Florida Product Approval Rule 95-72 ASTM E1996
(2002)
This document is the property of Intertek Testing Services and is not transferable. Only the
Applicant may reproduce this document. The Certification Mark(s) may be applied only at the
above noted location of the Party Authorized to Apply the Mark(s).
�3 I! i,*.' "�
.
-
:� �',!�' -l" __
- T__' 9
This document supersedes all previous Authodzations to Mark for the noted Report Number.
_
-
'
__ -� - I- -
-, - _� ,
-�, , ,
�
A411111,000,41 1. �"
I I- A, '4�_ — �
-popo�—,�---.�Ff
"Pow�. '.""_. __ '. 44k� -
'— 1. *W1.1-
'
I it I'm
" � �.Oj�%l
"UP, - _ _. -1- =11.'
.
Ngo I .f2 Flodda Exttudem, InaernationaL lm,. 112634 1 R Sep 23 2005 1:2911M
EVALUATION REPORT -----I
F--"------- __ - ,------ - __ _'_ __ ____ _'___ ____
FLORIDA EXTRUDERS INTERNATIONAL, INC.
MILESTONE ALUMINUM MULLIONS
FOR USE WITH MILESTONE SERIES 1000, 1500 AND
2000 WINDOWS, IMPACT AND NON -IMPACT
RESISTANT
Category: Windows
Subcategory: Mullions
Report Prepared For Manufacturer:
------------------
Florida Extruders International, Inc.
2540 Jewett Lane
Sanford, FL 31277
Report Prepared By:
Wayne A. Block, Ph.D., P.E.
548 8 Hwy 27
Minneola, FIL 34715
FL License No. 52583
Report No. FE11002
Revision 2 ,� ,ir\ I_ - A - . ._.'
I ..1.1 - a '�..
.
..
June 28, 2006 .... ,
'
.... 1�
* S
-
I -
, I 1 I
STA :
lk 1
. .A, ;
�' �k I
"
%? -1 - .... "I
11 11��- L , �
11 __..'
I - r - I - - -I r - - -I -I - -I I — - - - - - - — — - - _ - - — I -
Peg. I �f2 Evaluation Report No. FE11002 I
d Concrete Or Seat Betwee,
Buck Others - Masonry Opening Wood Ruck & Mas'y.
(Note 4.o> By Others LipenIg By Others
— Vw. -
VIEWED FROM
a.W. - _ I-114' Mli, 9 �
(Buck Width) snJW*Zt - - 5 F
. �
8 (Note 2.a & 2.b,R)
A
A
I
one By Wood 8 Q, . > . e .- 5
Seat Between I
\"
C EXTERIOR
1 1 .
Buck Others ---,,,�, )E u -A �
<Note 4,a) &. IV . 1:3
I '
Window Flange . - � -
1 1/4' Min.
'
/
I __
D - - E
- , 11
11 I! 11 � I ;
, 1:1
<Note 2,a & 2,101) 4 Embed—
,
' I
NA -N-�
- ___�
/ f
/
'r Mo— 0
Shim As Reo'cl & . .
(Note 1,a) ,�, -C Lil.n 12 , 6
0 ft�. 9 � J U
, : 1/4' Max,
1/4'
': � ��ig Shim Space -:::L
I _____��'m
__
__ B --- K E3
i
!D Ms. -8
(D_ Poll,"') - I W
'
—
I _______..___ - - -V
Stucco J ,
By thurs Shim As Rect'd
Perimeter (Nate I.oL>
F!
W � F - �__ - _G
.12
-0 '�
Ic
. p
0 fu / \ E
Seat By
Others
A
//1
I
.. I I
___ _LY --- §
." ..' I 1R 2�
(Note 2 a
& 2.bil)
I
�
H __L
__� ------ � I
,
3 .'..: Anchor,
Sea Betwee I L=4ti- 10 � I I I
erlmete . I 3elov F i?
,
�
''...
.. '.
Wind w I'Langen Seat B" . tteeting §
I
Q I
ELEVATI ON
� I
& Wo d Ruck Others , '� , Rail, -� I t'�
� .'
'.
I
F.H.
)
A-.]
& 111b.10 P
(Note aT, %ote 2-o 1 . 1 !I 9 -
I =
41'rame I
Height) �1� 11114,
F,W, & 21blil) ,.'::, . -
— (Frame Width) ", � .. .
,. � 120 i A 22
I
(Buck
a:
N 0 8
4 Hel� ht)
PARTS LIST
1 head - Flange Frame
Seat Between
t
Wood Bucke .1 I
SECTION B-13 & Ko's'Y' OP 1 1
I
Concrete Or
2 TiD - Flange Frame
n4rno� 1 1�
By Others it
Masonry Ope
3 Jamb - Flarige Frame
—
!no — R L A
<Note 2.a & 21,11) 0
_\
Perimeter
Per"'
4 Lift Roll - Sash
� ;c
. I I
't-te'
Seat By
Se
Others Interior
k�eBy 2
�
i
6 MMP - Sash
_ ..
6 Qlazky swo
� � COnLrete Or 4
.. I . , 13 . MOL sonry opening '
I
"�@r
-
<Note 2,a Finish
& 2,o3l> By GIT rs
. 2-il`1
" 1'. 2 '
I
ill
7 Glazing - See Note (8) arict (0) 1-3/8,
_ - - - 5�
By Others Is I
-
_ /I
8 3/16" Dia, Flat Head concrete Screw Min, Emb, "
with minimum working lead In ithear of I . .
I
..: I '
. 2X4, 2X6, 2X8 \.load Buck I I I I
1
��;
1 v , . 17 V
, T
I _ . 1J
I
180lbsatl 114"embedment SeeNcite t
3
. � By Others (Note 4.1o, L and 5) I M
�
U
V 14
z'
(1) on Sheet 2 & Note 7 on DravAno
� �I
- 'q I
V
FLEX20100,
(OPTIONAL) (Note 4,c,.11.2 & M) "
I
, ';7 . " . . . .
v Iq I V
I . I .
I
9 #1QFIs1aHWWOD0orTappIrw3maw
�
V � Iq 14 � 19
V
with a mirlimum embedment of 1-3W
9
I_,l!",
I
�'
V -
IQ Iq IV
, , .' lu 17
V
�
Into, 'Structural Two By Buck or
�'
. _J
V
Framing� See Note (L) on Sheet 2 and
-1
Seok between window i by others. J
Note$ on Drawing FLEX20100.
SECTION A -A (ALTERNATE) Shown Aiag oplor 3/42/47
flange & precast slit Configurations may vary,
10 #6 Fiat Head Wood or IMing Screw
applicable to Section B-B for installation with two Soft NTS
w/Vuiken 116 adhesivee
Sealant or approved civa(
with a minfreum embedment of W
into the *Cne By Wood Ruck'. See
by with or wZo one by wood bucks. Dram Dr. RA
- chedl4`1I RPM
(Note 2.b.])
Not$ (K) on Sheet 2 and Note 8 on
Robert J. Anownia, P.L
GENERAL NOTES
Drawing FLEX20100.
DISCLAIMER: The purpose of this FL License W 49752
(I to 13) See General Notes Drawing FLEX20100, Shoot I 6 2.
intsballation drawing I, to present the
manufacturer's recommendations for
(Al MJIastone Seres 4000 Single Hung Aluminum Window Is showin. AAso applicable to Milestone, Series IWO and 2000 Single, Hung Aluminum Windows,
anclitwoge 11.0., COWAVile screws, Yvood 4ALIEV
� � .....
(ill Draiving applicable to Non -Impact Resistant: glazed windows, . screws, tapping screws aid Vullizern ...... . ll;tt
-.�
(0) Production Glazing mayolffer train that tested as allowed by ANSUAAMAMWAIDA, 1011I.S. 2, 101/LS. 21NAFS or AAMA(WD"CSA 1014.5, ZIA440 and appliontile Oulkling Code, $" Note 12 structural Adhesive (or other approved � -Ir %�'-".%.'.
am 13 an Drawing FLEX 20100 for further details.
equal) as applicable] to achieve the design . It ,
(D) for Fastener Location & Quantities see Shea 2 of this drawing, See Note IN regarding deviations,
press" specified on the feriestratlan , as, Z
(E) Concrate 6G" edge distance measured from edge of concretelmoronly/plock to aenterfine ofoorwate
screw must meet or exceed 2 1W. Minimum size arid eritectment per Parts List See product as required by the 2001 ftrida
Note (H) regarding deviations. Wiloing Coole (F8Q, SeWori 3707.4.4, 2M
Wood train of to wood screw FEC-Suilding, Section 171454 and the 2004
1". Minimum Parts List Sea Note (H)
(F) screw edge clstance measured edge wood ceftbarlineof ortoppft
pwat most or exceed size and embedment per regarding
,
I
FBC-Residential, Secdctn R613A .: I.- .. .'�'
deviations.
(G) Not used.
. I If" . . .�.
Recommendations regarding flashing, .. .'
."t
seal sealants or other)o1m sealant
(H) Any deviation, less than the minimum requirements stated must be approved by the manufacturer or engineered by"other Design Prolessorialin accorclarice with the applicable Budifing Code p,scb. does not ,araroft a wa,rapty
No. FLEX21110
and Product Appront.
either vVessed or Wed.
Sheet I of 2
1
FASTENER LOCATION TABLE (see Elevation Viewl
fte
Code
Buck
Concrete Screw Location
Width
Helaht
Head
Jambs
12
18 1/8
25
A, C
D, E, F , G. H, 1
13
18 1/8
37 318
A, C
D, E, F, G, HL 1
14
A, C
D, E, F, Q H, 1
145
18 118
55 114
A. C
0, E, F , G, H. I
.
15
18 118
62
A, C
-
D, E, F . G, H, I
16_
18 lffi
71
A, C
I D, E, F, G, H, 1, J, K
-------.- _ ______
17
...
18 1/8
83
A, C
D, E� F, 0, H, I, J. K
A, C
0, E, F , G, K I
___�±!�___
11-13
_�§ _1a
25 1/2
___�_S_
37 3/8
A, C
__
Q, E, F. 0, H, I
1 F14
25 lf2
49 5/8
A, C
0, E, F , Q, H, I
- 1 H45
11-15
25 112
25 1/2
55 114
62
A, C
A. C
_
D, E, F , G, H, I
0, E, F, G, H, I
1 HIS
25 1/2
-
71
1 A, C
D, E, F, G, H, 1, J, K
11-17
25 1 Q
83
A, C
D, E, F, G, H, L J, K
3H2
29 1 f2
_
25
A, C
D, E, F, G, I-L I
3H3
29 1/2
37 3/8
A, 0
-
1), E, F, G, H, I
3F;4
A. 0
0, E, F, G, H, I
3H45
29 1/2-
55 1/4
A, C
01 E, F, G, H, I
3H5
29 U2
62
A, C
D, E, F, G, H, I
31-16
29 1/2
71
A, C
E, F, G, H, 11, J, K
_�
W
29 1/2
__
83
_
A, C
_D, _
D, E, F, 0, 11, 1, J, K
22
36
25
A, C
D, E, F, G, H, 1
23
36
37 318
A, C
D, E, F, 0, H, I
5/8
A, C
D, E, IF , G, H, I
______?!�.___'_1�____
246
36
_�!9
55 IY4
---
A, C
-
, D, E, F, G, H, I
25
-
36
62
A, C
D, E, F, G, H, 1
-
26
36
71
A, C
D, E, F, G, H, I, J, K
—
27
36
83
A. C
D, E, F, G, R 1, J, K
482
47
26
A, 8, C
D, E, F� Q H, 1
483
47
37 3/8
A, B, C
D, E, F, G, H, 1
484
47
49 5)8
A 8, C
D, E, F, G, H, 1
4845
I 47
55 1/4
A, B, C
, D, E, F, G, H, 1
485
47
62
A, B, C
D, E, F. G, H, 1
486
47
71
A, B, C
D, E, F, G, H, 1, J, K
487
47
83
A, B, C
D. E, F, G, R 1, J, K
32
52 1/8
25
A, B, C
D, E, F, G, H, 1
33
52 118
37 318
A, B, C
D, E, F, G, H, 1
34
52 1/8
49 5/8
A, B, C
D, E, F, G� I-L I
-
345
52 V8
55 1/4
A, B, C
0, E, F, G, H, I
_1 _'_
- �5
52 1/8
62
A, B, C
D, E, F, G, H, 1
36
52 118
71
A, B, C
D, E, F, G, H, 1, J, K
37 (Note 1)
52 1/8
83
A, B, 0
0, E, F, G, H, I, J, K
Notes 1) Only applicable- to Series 2DOO.
I
FASTENER INSTALLATION INSTRUCTIONS - FLEX21310
99-
'. � A
S/ 16" DIA. CONCRETE SCREW WXT" NON-SMUCTURAL ONE BY WOW BUCK,
!g � pi I
.
M R
I
(1) Where window Is Installed in an opening with a non-structural one by wood buck for the head and Jambs and masonry or concrete
� ;
sill, Installation is as follows.
. iii?
I
- At the head and jambs, use a 3116" diameter concrete wevy of surill"icient length to achieve mimmutin embedment of I-V,,!�'
6
11,11-2
i
Into masonry or concretes. See "Parts List" on Sheet I of this drawing for concrete screw size, embedment and load
requirements. See FLEX20100, NOW 7 for addItIonal concrete soviiii requirements.
I 12
I � I
- At the sill, apply a Structural Adhesive Sealant meeting the requirements of Note 2.b.i on FLM01OO for the full length of
the 911.
T
I � ig
(3) See fastener location table this sheet for concrete screw locations and arry additional Installation reciulreirrients.
X I
(K) Any remainting facbm applied im"llation fastener hole in the head at location "B" not used for concrete Screw installation per the
fastener location mble Shall be filled with a #8 wood Screws of suffident length to provide min. SM' embedment Into wood budr. See
§
*Parts U!W'on Shed I of this drawing for wood Screw size and embedment requirements. See RIM0100, Note 8 fbr additional wood
R 12 ?-
screw requirements.
- - I .91
i
#10 WOOD SCREW WITH SMUCMRAL TWO BY WOW BUCK AND OPTIONAL ONE BY WOOD BUCK (SECTION A -A
. c X
'A
4 1 § i I
ALTERNATE ILLUSTRATES THIS OPTION, SIMILAR FOR SEMON 5-0):
-
0-1
V M
Ef
(L) Where window is Installed in an opening with a structural two by wood buck for the head and Jambs and a masonry or Concrete
V
�31 I
sill, Installation Is as follow.
S.
W. ld
- At the head and iambs, use #10 wood screws of sufficient length to achieve 1-3/8"min. embedment into the two by wood
I
I
buck. See 'Parts Liar on Sheet I ofths drawing for wood screw size and embedment. See FLEX20100, Note 8 for additional
i E
I I I
wood screw requirements.
.
F
. ,
* At the sill, apply a Structural Adhesive Sealant meeting the requirements of Note 2.b.1 on FLEX20100 for the full length of
-_
the Sit,
.
il
(M) If a two try and one by wood buck are used together (See Section A -A Alternate, similar for Section B-B), then #10 wood Screws
1
.
I
of sufficient length to achieve 1-3/81 min. embedment into the two W wood buck will be Used and the one bv wood budc will be
-a
is
I
secured to the two by wood buckas required in Note 4.&U.2 on drawing FLEX20100.
(N) #10 wood screws shadl bLinstalled at all factory applied installation fastener hole locations.
I
I I
I I
(0) Wood screws shall riot be uftd to fasten assembly Into the end grain of wood.
;a
IDEMN M�RR RATING & FBC CODE COMPLIANCE
It �
�01
I
ViEWED F-ROM EXTERIOR
(F) If exact window size is riot listed In fastener Inistallation table, use fastener
(FASTENER LOCATIO S) quantity listed for next larger stze.
4
0
;Z
�
L�-
- F W.
(9) Installations depicted in these instructions acceptable for clesign pressures
to 7D PSF for the window Maas shown In the table, Design Pressures (D.P.) are
-
Patio;
a
.
-
3,1@2197
FA
posklye and negative. Overall window assembly design pressure may be less
rk.k. NIS
B C
than that shown In the fastener location table and shall be determined In
lowave, or. M
ELEVATION
accordanoe with Note 13 of FLEX20100. — Dr. ill
(R) Production Glazing may differ from diet tested as allowed by
ANSI/AAMA/NWWDA 101/14. 2, 101/1-S� 21NAFS or AAMAIWDMAICSA 101/1-S,
2IA440 and applicable Building CDdP_ See Note 12 and 13 on Drawing FLEX
20100 for further details,
(S) Two by wood bil andlor framing at the held and Pirbs to be securely
fastened to transfer the bad to the masonry, concrete or other stnuCturall
su ts! ate per the FBC and the engineer of record's details as applicable,
(T) See FLE(20100, Notes 10 to 15 for additional FBC Code Compliance. -
Ing No. 1711)(21110
Sheet 2 of 2
—
�_ ? MIN. EMBEDMENT
(Wortal Sw)
—FRAME WIDTH (F.W.)
BUCK WIDTH OV0 —
1/4' MAX.
SHIM SPACE CenterLine of
Fastener A"
6;
A �-_ i
Ref. 11 -
. I
SHEATHING
1, In BY OTHERS
WINZOW FIN 8. BY OTHERS
I
I TWO BY WOOD
SHIM AS REWD, ,
(Note Llo)
BY OTHERS I
1_10 Ee 1.
% �- 9 n
AF �
N r
SHEATHING
T HI '
(Note ,',a S. 2,CA)
, 2'c")
9 a
� �
BYOTHERS
"Y , OT / _T
INote 4110)
' 'N, 'e
I (Note 4.b)
1 SHIM AS REWD, 1 5
(Note Lip) 6
. I
9 a -'� I ;
I , V 9
,
�
I' MIN, EMBEDMENT
� � �
,
STUCCO � -..,
*
(WQod Screw) , DETAIL
-
2 I I .
A -
I
'S - .
BY THEIRS
,
_
- i
7
—
1
I
T�
�
-3 - T
.
-1 --- --- - ---- _ .
--- - ------ ____ - -----
. M,
1/4' MAX, J
I '
/7'4
... ���_ �:r. '
,.' . - HFATHING ILL
-1
I
i M �
M SP
SHIM SPACE
"*'�
R ,,�SH At
PERIMETER 11
S 7
SEAL /
L ,
—
—
BY UIHLK�, Dimpled
� Attcchment Attachment
SEAL BETWEEN - - J
Are on -
Rn . . 4
9 r� .
Z6
By OTHERS
<Note 2,a & 2,cll)
\
0 PERIMETER
\_ WIND13W FIN
11 & SHEATHINO
(Note 2.a & P.cJ0 Wood Screw or Nail Head must be
. § g �
8 .E I :9
�E I S. I
(:�)
SEAL
L
EAL
�n full �ontact with Attachment Fin.
tj
I;t M �
By 07HERS
S
ERS
(Note 2'o. & F.cil)
STUCCO BY OTHERS Centerlina of fastener shall be
J?
�ffl� fq
approximately 9/32" from edge of
SECTION B-13 Attachment Mr.
� � -63:
GENERAL NOTES
(I to 15) See General Notes Drawing FLEX201DO,
- �
3 a ..�9
� Id 0 ?
�
$hsal 1 &2�
(A) Milestone Sense 1000 Single Hong Alumnum
DISCLAIMER: i. v-pow aek .um.b. .vi.. oi-ew
"W'M_ 11 '_��n_ 1`� �*..w �' � � -WIN Wv� PARTS LIST
I � V 5
'I ,! f "
I
Wind Is shown. Also applicable to %lostona, Series
101� .Vt V~ $b,=I.l Mh� (. WW appitwo! WW) . speo.owj
ochi- thn, dw9n �T WKIAW w it* NrwsoAim mvul�m,n,�Wt; I Head - FInFrome
.
2 0 -
Z
I15000awnd
20M Single Hong Aluminum W#xIQwa.
it* 2001 ftrida asking Cow (F0Q, Somm 1707 4,4,2004 W-%'4mi,S01t..- 2 $IN - Fin Frame
M4.5.4�042()04FW-Ra��,$�.613.& R�..0401,.$
FRAME
BUCK H�04i 6'�Y
(13) Drawing applioatils to Non -Impact Rese,pamt
Wared windows.
"�-g lw�.V' _N% -LI-4 -a- M� __' P'Wi- - -i 3 Jamb - Fin Frame
wwja" a wwniniy tow wai"wo or implo; 4 Lift Rall - Sash
.
I
�
IL
(C) Production Glazing my diffor from, that tuled as
allowed by ANSVAAWMWWDA IOIA.S. 2, 4DI&S.
21WS or A.MAJ� 101,13, WA440 and
5 jir
rZ � Sash
FAS7211,111IR INSTALLATION INSTRUCrIONS- FILM1120 -
6 �IqzlngBaod
7 Glacrina - See Note
I 1
.
(8) and (C) 0 I
0---
applicable Building Code. See Note 12 and 13 on
" Wool, SCRMS,
2L
MY I ea. --Or
appirg, __ ew
Drawing FLEX 20100 for furftr dirtafts.
(D) For Fastener Quantities arid Spacing "a Sheet 2
(K) See sheet 2 for #8 wood Sam Inst'llatim fastener chart with a minimum embedment of I' into I
the See Note I
Of this dtowTV. See Note (H) mglarding devWons,
p #8 Wo*d Screw must be of rjffi,�Wft length to weldave rninlinnnin, IL structural wood substrate.
Embedment of V Inbc, Uta tiva, by wood framing. (K) & Deball A on this drawing and NOW gg
-
(E) Wood screw and nail withdrawal values, used to
qt Data roxi e
(M), * ilnAlfarapp matakcabonafthew000scr-o-the 4. 0 & 0 on Drawing Fl. M. M
(�'�
0
generate It* falatening roQwrern" am based on
Spruc&�Pho-Fur with a Specift" Gravity of 050- See
Note (H) regarding deviations.
attachment fin, 9 Round Head Gelcirmed=1
(N) Wood saws shall not be used to fasten assembly into eN grain of with minimum 0. I 13'di ... ter (11 GA) 6
wow. Z L
PERIMETER
SEAL
(F) WOW or tappin so" edge distance mea red
Ing
from edge cif wood"I", .torline of wood or topNp
arid innimum embeftent of 1-7tVinto .
MARS; the strictumt wood substrate. Sao Noba DOW IVIOX45
seal., NIS
BY OTHERS
INTERIOR
IL (0) and Detail A on
this drawing and
(Note 2,a & 2-c-0) � i
[-FINISH BY
QTHE S
sn'Ww must 'neetorexcwdll� Mirlinnurnsizeand
embedment per Parts List. See Note (H) regarding
(0) Nalis Mall meet the following requirements: Notes, 4b & 9 on Drawing PLEX20100. Or"M BY: RIA
Cb.ckod By: IH
/
deviations.
-0,113" dometer or greater,
______
'.:'�; �
-
(0) Mail edg- distance measured from edge of wood
. sufficient length to achieve minimum embedment of I 7IB" into the two by wood frairwrig
(generally, nail 2 318'length or greirtarshall nreet this requirarent), and
Robert3. Amorusa, P.F_
FL Loonse No. 40752
�
_L_______ ,� �� �
1____1Z_
to conterilre of nail mug meet or excW 91W or 5
.helical (screw) or annular (ring) shank style only.
. 1, I.!, : .
times Shank Diameter, whichever is largar, Knimum
Paris LiStr SealsloleiH)
(P) Manufactures nails meeting these requirements are (but not limited to) the following:
� -.... ",
. -
''
size and embedment par
regarding deviations.
-Pasiode deformed shank nail, No, 404947,404537,65Mll and 650148,
v Duro-Fast deformed shank nail No. 325.
, 46
. �
,M) Any deviation 1. 11. the nnimurn
(Q) Sloadnigicif nail, Shell be:
STUCCO
requirements stated must be approved by she
#4" from each comer of the head, sill and jambs� and
-
BY OTHERS
TWO BY WOOD
manufacturer or eriglneereo by 'other'Design
Professional In aeowdanoo with the applicable
-evenly sWed between carrier fasteriers and not exceeding ft following O.0 spacing
a) O" ci.c. spacing far the lambs 5, 8" o.c. spacing for the head & sill at 61 PSF to 70 PSf, or
.41
It
SEAL BETWEEN
�E
BY OTHERS
Building Code and Product Approval.
4) 7' a.c. spilicing for the jamb5 & 9' o-c. spacing for the NW & sill at 56 PSF to 60 PSF, or
.. .
�
, 1,
WINDOW FIN SHEATHING
L SKLA I HlTq� BYQTHERS
(Note 4�b,'
L.-
(1) M, feld supplied holes in the fmmo (if required) will
be 3116' In diameter for #8 the
c) 711 o.c. spacing for thejambs & 11"o.c. spacing for the head lksli at 51 PSF to 55 PSF, or
d) 8' o.r- spacing for the jambs, & 13" ox- spliong far the head & sill to So FSP,
'.... '
- . .1
, 0
(Note R.a & LaA)
I
wood lias" or shank
* see Detail �9 for approximaie location or the Flaill on the attachment ft.
,
. . _ �� "
SECTION A —A
I' MIN. EMBEDMENT
diameter of the nail rounded up to the next standard
designation drill bit sk ,
(R) Nails shall not be used to fasten asserritily Irdo end grain of wood,
(Wood Screw)
(J) Wood Screws and Nails SHALL NOT be mixed to
Drawing No. FLEX21120
I
fasten the "me asserribly.
Sheet I of 2
1
�
i
I No. 8 �qood ol3d Tapping acrew Fg§+,�ngr LoggtiQn TgbIeS
—
I a.".. ION & 4310
I cowuo.ft
Ithir.
Q..*9lff%.d481ltllMW.,)
lossilt".. L��
_Zkft
le Va
4
-
-
2
Z5112
4
W
2
29 M
1
—
3�_
—4
__2�_____
__ .
____L__
2
41
4
Y_
-
1
47
1
Y.
1
52,16
1
Y_
I .
Mwignt -
_Et
L I
L2
0
Eb
lovall.4cm two.
25
1 M
rw.
14 VS
21 118-
- 2716
37 3M
".
Na
171.
33112
� 710
-.L-
11;�9_
si
_;_
'5___
'ii._
-
iei��
-70-
iii-
__
11"
___'�__
55 114
1112
Nil
29 V4
-
51.
3716
2
62
1 1t2
7 3M
� 6/8
se la
3718
—
1
71
1 1�?_
16 W
41 W
67118
3 7fa
1
83
i in
20 NO
63"
n Vii
3 7J8
I
I— M0.1., I
Width
OWE.
G.Midme .f Wait & SIR bwift,.)
hwoiday.. owit.
112
-
2
__L,
27112
__I_
4
-
-
2
31 IQ
4
- ___
-
2
M V2
4
-
2
361 112
4
-
I
43112
4
- ____
,
__ __
,
e, 1,2
A
Y. —
1
H.-ght
I Et
I L1
L2
I L3
I Eto
1~1.6- ows, I
Z? IQ
I 1.12
rva
15315
2? 6M
3701
2
35 V2
1112
W.
low
��i fit"I
� 71a
�
43 IQ
i 1r2
-
23 as
39 Sla
3 Lt_
47 V2
1112
V U
3718
____.I_
2
. -
$1112
, 1r,
_2t
Id.
_?LW8 �
27A
_�!
47 sill
I
37M
__ ___
2
V2
WA
31 3M
55 &S
_M
74 112
__L112
i 112
19318
4310
67518
__27F5
3708
_____a__
1
8312
, in
37/8
,
Fastener Location Tcble Notes, A
F777777 Swi-lim 71 1
r— e—winy ----------7
W1,*
I Ehir.
c.o1wr_11'.1N..4AsWb'wi,.J
ioswiw#!�M
18118
4
-
.
2
Z1a
�
2
29112
,,
-
2
� i�
-
4
--------
,�'___
___'
--i __
41
'i
Y.
I
4
Y!!—
I
__E_
� S2 1/8
_ 4
Y.
—
1
HOW
et
Li
L2
L3
Flo
IrwaH.s. D.S.
N.
14 V2
1,2
2
_L6_
-A?-3�t-
49 "
-L—
- 2 '-
2
- N. -
W.
IL X V2
25 V2
_E
' 30 --
45
__I",
- .1.
4 Itli
-- 2 ----
2
55 114
2
0.
29 W,
54
4112
2
62
2
56
n in
_T
7 ir2
,i V2
1
71
2
26
41 1cl
Eli 1Q
k I r2
1
$3
2
26
63 W
76 112
1112
1 —
wift
an I ft
0-0,41. .t fi.-.d & Sill ty-1.0
matunwilon D.U.
V2
4
!�_
2
__.j�
27 1�
4
-
2
31 i,2
4
- - ___
- .
2
35 V2
4
-
__
2
30112
4
Y.
I
__Z_1,7__
—4
________�-___
1
4
Y.
I I
-
-
Et
L1
L2
LL33
Ele
1.00.6- owo
—
27 W
2
Wa
15 IP2
a
41(2
2
36112
2
'p.
�Q 112
a,
4"2
2
- 43-1,2-
2
1
47 IQ
6i �T-
2
-T--
_n�l
.V.
--;Fo-
_RU2
25 V2
_j?_Vj_
,_A_
Q
_7T_
__1112____._�_
4112
__4 C�j__
2
___T -- ----
50 V2
JJ2
W
4 in
2
7141-2
_L_
2
_2�a
26
_.��J
431/2
67
4V2
I
83 i�
?
"
$5 i/2
I 7D
__
1 411,
- - -
1 1 1
DESIGN PRESSURE RATING &
%C CODE COMPLIANCE
(3) If exact window size is not
Buck &
F,
in fastener location
Centei-One
— Width -
Alisted
table, use fastener locations
Of Head
listed for next , larger size.
Ch
h I Et
(1) installations depicted in these
Instructions acceptable for
T
—
-
--- 7
pressures to 70 PSF
I
/
LIt
ILdesign
for the window sizes show
i it
in the table. Design
I
L2
Pressures (D.P.) am positive
Buck &
I I
and negativis. Overall
Frame
I
window assembly design
Heig
z
1,
pressure may be less than
i
70 PSF and shall be
/
Elo
determined In accordance
i
L
with Note 13 of FLEX20100.
_�
(IJ) Production Glazing may differ
I
from that tested as allowed
Es-�
I
__�
-Es
by ANSI/AAMAINWWDA
Centertine -
Of SRI I
101/l.S. 2, 101111Z� 21WS
FIFIN NQ 1 I&
I& or AAMANVDMA/CSA
Win 4-
1 ,
1�
1011I.S. 2JA440 and
-
"". '. "_�/p,,
Head & Sill
"tp��,
applicable Building Code.
>59-1/2' to
83-1/2' Hiph at Jambs
.
See Note 12 arid 13 on
Drawing FLEX 201 00 for
B_k &
further details.
Frame
(V) Structural two by wood buck
andfor framing at ft head,
width
I
sit and jambs to be Securely
Eh
�
Eh
Et
fastened to transfer the load
-
i
I il,
to the wood structural
--I I
substrate per the FBC and
the engineer of riacord�s
//
I
details as applicable.
LE
IV) See FLEX201 00, Notes 1 0 to
Buck &
I
1 5 for additional FBC Code
Frame
—
Complian ,
Height
�
� -----i
1) All d'- ensions shown taken from the buck width or height of the window frorne,
T
2) Bosed on the Milestone Series No. and size of the window to be installed, enter the correct table above
to determine the locations of the No. 8 Wood or Topping Screws bosed on either Installation No. I or No.
2 illustrctions ot right. The applicable instcillation illustration is noted in the table.
3) Install the No- 8 Wood or Topping Screws at the locations shown in the table. Tolerance is + / - I"-
4) An instollation fastener is only required ot the centerline of the heod and sill when in&ccted in the
toble as "yes". If 'no", an installation fosterner is not required at the centerline of the head and Sill.
5) This table is NOT cipplicable to the noiling option. See Notes 0, P, 0, and R for noil installation
locations and ;pacing.
I /X�
— rw--- --I
11- I - � IL
W;ndow S12-e AppkirablUt
t. 36' Wide at Head & Slit
to 59-1/2' High at Jorbs
A -
. � I
t L-� � R -
� Q
7 fli"!
'k .2
V �
1 i � 19
, I M I
t A V
i AN
!
: 1�
i W_
L f 3 i �
1 M
, § iE g
)
I � Es i � b
f � 11 § i
< fH
. lt� �
� ? 'I
� . - - 9 ?
P f 01 9
1W 0 A it
0
2 1 E -A 2
I
H _'i�
1�3
Data: 11110196
Scale. NTS
D— By: RIA
chiscl,ad ar J" I
Drawing No. FLEX21120
Sheet 2 of 7
DANSCO
DE
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Florida 33572
Phone: 813.645.0166
Fax: 813.645.9698
www.donscoengineedng.com
CA 25948
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THIS IS A NON ENGINEERED
SHEET BASED ON PRODUCT
APPROVAL INFORMATION
LOCATED ON THE STATE OF
FLORIDA'S PRODUCT
APPROVAL SITE
THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OF THIS DRAWING ONLY.
@2007-THESE DRAWINGS AND DESIGNS ARETHE JOINT
PROPERTY OF DANSCO ENGINEERING, LLC AND THE
CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE
DESCRIPTION
I
I
VERSION NO.
SHEET TITLE:
FLORIDA EXTRUDERS
WINDOWS
SHEET INFORMATION:
JOB NO.:
DATE ISSUED: 09.04.07
DRAWN BY: DZ
REVIEWED BY: TH
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SHIM AS PE'CA'D
PARTS LIST TWO BY WOOD BUCK OR . ,
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1 Head - Pangs Frame FRAMING By OTHERS
-
2 Ttill Flange Frame
(Note 4,b & W) I-
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SEAL BEIWEEN-7
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3 LaMit - Flange Frame
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V& SHEATHING
(Note 8.c, &
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4 Head - Panel
5 Silt - Panel
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AT 4
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2,d1AD
BY WOOD
6 Lock Stile - Panel
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SHA 1 HING -
BY OTHERS I
A 1 \,
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WO
O
(Note 4,b & W)
1
7 Interlock - Panel
8 Hook SIMS
9 Glazinc I - Soo Note (B) and IV)
SEAL BETWEEN 9 its
HOOK STRIP & 3 .-T
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<* FASTENERS SHOWN F - i ,. 1.
I � 2
IN SAME PLANE FOR (Note 2.oL & 2,d,ljl> I � I FL
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10 3116" Die. Fiat HW Concrete §crew with minimum
1/4' MAX. in shear of I 80 Its at 1-14" embedment.
S, PAC�, working load
/` ,
------- __ ____ I HIH S Soo Note (K) on this drawing and Note 7 on Drqvwngi
i
\11
1\1
CLARITY ONLY HOOK
STRIP ANCHOR HOLES
I - 1 1,`8' MIN. -,.' �
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OPPOSITE FLANGES,) MBEDME,NT X
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Z]�, FLEX2Oi00.
11 #8 Wood or Tappina §OM With a minimum
embedment of I. 1/8' into two by framing, See Note (P)
on this drawing and Note 0 on Drawing PLM0l 00
Typ. / , I \ (TYR) - -
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STUCCO _/ I
1-1/8' MIN,-
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12 #8 Wood Or la2ppg Screw %ft Plastic Inserts (Note 8,1
on FLEX20100) at a frifirtimum embedment of 718" into
the concrete Sill. See Note (0) on this drawing anti Note
., J 2 2 ,�
�D MAX, , � 6 .is
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8 oil Drawing FLEX20100,
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____ SHEATHING (.-u 9
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HOOK STRIP . ��
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OTHERS
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(Note 2:C1
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DETAIL
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S�G,D, WID I H — L/4' MAX, SHIM SPACE
� 1-1/8 MIN.
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HEIGHT
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TWO BY WOOD
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SEAIANT
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REQUIRED
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,-SHIM AS REQ'D,
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SHIM AS
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EXTERIOLR ELEVATLON Delta; 3/02/07
REWD
(Note _� I
.-c) �
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2 PANEL D OR SHOWN
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(S NOTES (C), (D) & (E)) I`ZTW_
chedim By, JH
1141PMAX -
SHIN S ACE
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RabootilAnoruso,p�L
P. License No. 49752
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DISCLAIMIER: The purpose of this
III.
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III`
SEAL BETWEEN Installation drawing Is to present the ahliffre
60 - manufmWref's recorraeridations, for
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4 .6
.
4 ,
.
7- D,
- .. .......... 7% �
& 111- anchorage [i.e., concrete scrilvis, wood . .. ,ivt �
<Note 2.o & 2A311) screws arid tapping screws) to achieve the . ',
I desigin pressure specified on the '. "
1:1
-
EMBEDMENT-
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foraistrojon product 0 required by it* 140
1 &21 /�
1-1/4' MIR
PERIMETER / \- ,SHEATHING
2001 Florida Building Code (FBP, Secdorn
1707-4.4, 2004 FOC-SuIlding, $scroll
1714-5.4 and,ft Z004 FOC -Rosideritel,
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OTHERS STUCCO
Section R613 6, Recommendepom I . �.�
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LIBERALLY APPLY SEALANT - --
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<Note
RT
2,ci & 2,0111D OR SIDING
regarding flashing, Sealing, seidarts or -70-10All. OW -,
other joint Solent poicticas does not Z". � .... -.1 I
UNDER SILL OR SET SIU IN
BED Of CONCRETE (Note 2-0il).
MASONRY OPENING
BY OTHERS
SECTION B-B
conetude a wananty, either expressed or
Drawing No. FLM41
SHIM AS REQUIRED (Note l,c),
.
Implied.
Sheet 1 of 2
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-
Ai Fastener Installation Chart GENERAL NOTES
1;
i I Size I Re uftlIC.-Iffleelliffeeill-re,
E
i Jorrii H"d I H�0* strip (I to 15) See General Nows Drawing FLEX20100, Sheet I & 2.
! stzec�. G.rrfigluavon W.% H.ight
.9
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msocor,
if � ,4
I N., 0 we .�sn S" INOAWSI (A) Milestone Series 1000 Shchng Glass Door is shown. Also applicable to Milestone Series 2M Sliding Glass; Door.
I � - -
� ,iose _A?LSX_Z� 'it s70- __ - e ... __j.__-__- _._AM_'.__._JL_ I (8) Drawing applicable to Non -Impact Resistant Sliding Glass Doors glazed vft 3J16" fully tempered glass, See Note (V),
. ,-,-,- -W --------- i.
� 5068 x:x, Qx.xo rQ 6 a a Z-N
le �-- I ,
R
1
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1 6068 XX, OX. XO 72 80 40i (C) Where'X' represents moving panel and 'T represents fixed panel, approved configurabons a re as fisted on the fastener insila rai chart
� I ___8 ----.
5 $00 _XX _Clx_��20_ .Le_ _M___ -- 5 (DO, -- _-1-11-11 on Sheet 2.
,-4 1
r_1
1!l! A
� looes xx,ox,yo 12D to 7,cl) 0
7 5OB-0 --�X—.oxxo W— -9-- to I 6 -sa, -- - ;'15 _____ (D) Not all configurations lishad on the fastener chart are shown on this drawing, however installation sections 'A -A', 'B-B'& HookStrip Detal
I 6080 MOK X� to Installation all approved
� �1
4; 9
I ,
72 W ic a lo apply of configurations,
! 8060 __ __ttD_0 —
M�9�6��, 10 door cionfiguratons, use closest by-pass door size arid conflauratkin In the to the finished opening of the door.
(E) For
8 A -3
� I
_2�_._,_ _!KL__, -_-!Q,_4_ 1_1�_Lo - pocket chart pocket
I 10980 _-xXox Y2- L20— as 10 1 12 SIZZ __,10_
I (n Concrete screw edge distance measured from edge of concrate/maislonry/lblock to, centiorline of concrete screw must meet or exceed 2 1/4".
74— 727 —6
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5FI-00 xX.0K1Xo so 3 (00i ,2
f ______ __ ------- Minimum size and embedmat per Parts Ust, See Note (3) regarding deviations.
1 601 GO ox—ox x0- 112 11�8 _. 19 a .<DO) 12
-
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� MOO xx�Ox,xo 96--- 120 12 10 5 LD01 12 (G) Wood or tapping screw edge distance measured from edge of wood receiving ths, point to centerfne of wood or tapping screw must Meet
�Q ,
I
1 9868 , X,q� ii
___.q� ___,1q!L_t& so ______ __iL - - _� eLL_ -.J--- or exceed I". Minimum size and embedment per Parts List. See Note (J) regarding deviations.
! 12W 0xo 1+5 Ir -�T, a 14 902l 8
=
- -
L_15m oxo -fF -Im so 8 15 I � 04) 8 (H) All field supplied Wes in tie frame (if rewired) will be 3/16" in diameter.
i gow 10 �
! _-oxo- 100 1!8 M __ . ID r Q2) 1 . 110 (1) Wood screw withdrawal values used to generate toe fastening requirements are based on Spruce- Pi ne- Fur with a Specific Gravity of 0.5(t
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: 12NO OX0 1�5 ilis % __10 .. 14 1 - I2,2a__l____i_C�_ See Note (3) regarding cleviaticins.
i d- IT-J-ti T-�4 -- '----' '-
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� 901 DD I -a— ::�7�2a, __�I_ 1' 0 (3) Any deviation less than the minimum requIrements statted mvA be approved by the manufacturer or engineered by "cither^ Design
_
_
,2 -t- io -_ P 2 I
.- __ I 0 11 14 11
1 _ 4 i I -1 -
nolmoo Professional in accordance who the appli e Buitiding Code and Product Approval,
1 12 Cabl
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X .
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F- -aws xxx too &a so __ ___ 8 __ to - 6�rii� a
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i 12DM __,_XXX 142 5J3 90
I-.---- -,-- -,-,-- - ---!L--4--- j,�--- -�R-L - ___�__ FASTRINERINAM �LA ONJINSMUCTIONtli-KIEK7AILI
I '22�t Mx IZ2 Me .�o 9 1 le I � fD4i a
--ld - __ __ ___ ---.
t9080
-is
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xxx los am P6 10 I- 5DI) 10
i
i Ingo jorx— 1-42 —a's -oe-- _10 __ It Los) io A. CONCRETE SCREW WITH SILL:
- � 31161 OT
sllxg
� E � -- 9"
� 15080 >55�__ 10 is
� _ 178 M m 116 __ 11 (D61 10 �
� 9010D xxx 106 5/8 i2o U ____'1G____1iD21__ 2
-1 ____ - ____1 --I-,--.---- _L_ (K) Where door Is Installed in an opering masonry or 3116' diameter wifficerit lerigith to achieve
6 P
- I
c, " . .
.
I 2.
XXX Ig V !;!Q _ 12 . , 14 1104) 12 with a concrete sill, use a corionilibe screw of
�� __nXxo ,P W 00 a 12 7,(01) 8 minimum embedment of I-IM into masonry or coricrete, See "Parts UW on Sheet I ofthis drawing for concrete saw size, embedment
__ _L - ___ _
�8
1
. , H2
a
— -
1 120M OXXG 143 5.18 80 a I- yLiz, - -- a.. and bad requirements. See FLEX20100, Note 7 for additional concrete screw requirements.
- - � � go � I -11
'606, - 0xx( . ) .1 191 [ 'n
.,
� � %
,� .'a I li . 13 (D4) 8
�
i 10080 C,Xxo (L) See fastener InstaRaUcin chart this sheet for concrete screw cluantiVes and additional Installation requirements.
� -,--.,--.-. 110 518 1 go 10 12 10
---,iv,- _--I __ __§P,21_____j6 Install in factory installation holes the fasterner installation It Is
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r,
JU
V
Mo li�_51043:___
! 1208fi - - 1c, P (M) one concrete screvy each pair of applied unless noted otherfilize on chart.
I - p� -- ------ �
i 16080 Qxxo 191 " 96 ,a is 15 (D6) 10 zl�� acceptable to install a 3/16"cliameter concrete screw with a 1-1/4" embedment in all holes in the all which Will exceed the minimum
t I 100100 _Q)q�o -.,K,4 6.,8- '1120 _ ___i� -------- _JL_ ___IIA�L_ -12-- requilremerft of the Fasterner Installation Chart
� 120100 12
� ___P�Q__ 19-Iii, A20 J4_____2l.E�4)__ 12
-
I ____l2__ii Alternate Installation fasteners front to back in the frame ban holes
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,
_260100 C1XXo "I 518 120 17 futil 12 (N) concrete screw sill member when sets of are not used.
I ,coos xxxx IiT 19 80 rp__+_,_i�__ _ZiLq!I_______.�__,_ (0) All remaining factory applied Insballabon fastener holes In the sill not used for concrete screw Installation shall be andoored with plastic
1 ;��Y, 14-1, lA , -,---"-" -
1�
3
1
IRM a 14 sl=� 5
W__ - anchors (see FLEX20100, Note 8-i for details.) and #8 wood screws of Sufficient: Length to provide min, 718" in. embedment irMD the
I Ism _X)m- lag ,A 80 8 Is
! IDOW xxxx __ 117' TA- -W— 10 I— . - concrete or masonry. See "Parts Usir on Sheet I of this drawing for wood screw Size and embedment requirements See FUD20100, Note
1
-
I
-
� �
—
-12
,
i 12080 XMX_ 141 1;4 1 0 8 for additional wood screw requirements.
ILM __ _s6___ -, IlL_�___ A_ �- 1�3 , -- ---T6--
- 114, 40 Is it
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j � L_ 22 --- - L ___ -------,-,
! "oolod 2i_- I I , "a � g. Ig 1 1� ofcl?) 19
. , #8 WOOD SCREW WITH STRUCTURAL TWO BY WOOD BUCK FOR HEADr 3AMBS AND POCKET DOM HOOK STRIP:
� A_J - �, -_
Al L-1 I 7 'al) 12
Pastenor Instaillauum Chart Not"; A (P) Where the head, Jambs, and pocket door hook strip Is installed in a wood opening with a stlictural two by wood buck and/or framing, use
�i
. . , -
1) 1, some de8o' "ricrete screws are only required in one of the fattory applied Installation hole #8 wood screws of sufficient length to achieve 1-1/8" minimum embedment into the two by wood buck arolfor ftaming receiving the point
10abill 3/02107
Scollea Mrs
. Ila., . hole set being Pie two Was lying in a plane porperWiPular to this W01b o(the door at all takdory applied installation holes, See 'Pads LiWorl Sheet I of this drawing for wood screw size and embedment requirements, See
owns) In those cases designated as 'DO'lp the instalial.ion chart, one of the no" will receive a FLEQ0100, Note 8 for addWonal wood screw requirements.
Drawn Bild RJA
Concrete Screw and the remaining holes will be filled in accordance with Notes 0 and P. (Q) See fastener Installation chart this Sheet for #8 WOW screw requirements in jamb(s), head and hook strip.
2) to some cases concrele screws are required In both factory applied?ristaliallori hole sets. 'Dl* /1'�, (R) Not used.
chadw Dr. 3"
—
through"DS"deollmoloes In whidh size & ooinfigumillons, him concrete scram are mqulrod, The 4� (S) Wood screws shall not be used to faster, assembly into end grain of wood.
remaining holes will he flisid in accordance will Notes 0 and P.
a)'Dl" means. instaill two dpwatescraws in me *at of installation holes,
DMQN PRMU99 Cl
WDZ'moans, install two cono-ele scriamn two sets of Installation holes- RAT11% Jk PBC COPIPAIM
0)"ri7meens, Install two Ccoomite screws in three Sehi Of Insitialai hOl09.
d)'D4' muns, h8hr two ou sonalwas 0 four sets of Imstalistion holes (T) If exact door size Is not listed in fastener Ins0fiation chart use fastener qualMity listed for next larger size, for the appropriate design
o) -Drmears, inetall: twd, conworat.0 We" Ir five sets of insriollobor holes- pressure required,
Q'Wmeans, install two concrete surews In six sew ofinswilaWn hole$� (U) Installations. depicted In these InstrLa:dons acceptable for design pressures to S5 PSF for the window sizes shown In the chart. Design
g)'1)7' mans, install two ooncrelle screws In seven sets of Installation holes.
Pressures (D�P.) are post" and negative. Overall window assembly design pressure may be less Ithan that shown In the fastener
IDW
h) mans, insitall two concrete scrowers in eight soft of ralallaton haft.
3) Location of additional Concrete scram in head & sill Should he priprift9d as follows: qualltity, table and shall be ildermilred in accordance with Note 13 of FLEC20100,
a) Firm adjacent to iniarock; or bun s0les in head a sill (V) Production Glazing may differ from that tested as allowed by ANSI/AAMAINWWDA 10111.5, 2, 1011I.S. ZINAFS or AAM1&JW`DMIIviCSA
A
b) Sminday, at each end of head & sW1 war jamb comer, K needed, 101/1.$� 2IA440 and applicable Building Code. See Note 12 and 13 an Drawing FLEX 20100 for further details.
c) Locations in rlead Ss s1t; other than as listed in a & b. (W) Two by wood andlor framing to be securely fastened to transfer the load to the masonry, concrete or
4) Location ofadditill concrete screws In lambs should be poorfted as followe: other structural substrate per the FBC and the engineer of Pecord's details as applicable.
I
') First, adjacent to locks in lambs.
b) Secondly. at -ch and or lambs near head & sill comers, W See FLEX20100, Notes 10 to 15 ficr additional FBC Code Compliance. Drawing No.
FLEX24111
1
c) Locations injamba other than as, listed in a & b.
I Sheet 2
of 2
I
5) C$ - concrete screw arld WS - wood scraw
-
C
CONCRETE OR 015CLAIMER; rileP.pmor0,-*veWetivn*e,_,ewpe,,oitw -
MASLNRY OPENING CONCRETE OR I., R -
BY OTHERS _\ CK & MAS'Y, crNCRFTF. OR -�.,.Iww��M"40=f..Id-aget)..,�-Ite�..W— MASONRY 13PENING -t g
7
OPENING BY OTHERS a MASONRY OPENING .PPY,9—.dV.lk-st,�IA,he.om(��o-M*-.dMQ- OTHERS (Note 4,o�� M
BY OTHERS . Z
ONE BY WOOD (Noter 2.Q & 2.10.0 BY OTHERS .W-b.JW�--d.g�p.s%-We.d.d.ft�d.pmd-.
RUCK By r Filo, Selido, i7O7,4,4,2004 — BUCK WIDTH ..... .. . ---'-- I- a� . I ,n
jTHERS 1-1/4' MlNr _ t -g )F �
* — i FBQ enll,la, Secer 1714.5.4 ON ft 4M For-ReMente, bMW FsJ3,0� <B.W.> 1/4' SHIM P
(NOTE 4,a)
-\ `*" " 0" .... F9*k`a"""" 0"",
I R—nablKWO leglilding 44011m, -lber "" -1 rKBEI]MENT 04 o � 01
� V . WriV, "left I**
SEAL RETwEE,, 4 1�1 it. 1-1/4' MIN, MO- 'kee .* ". w1*y ~1 .V-w � t"Vi'd SPACE MAX7._ . 1! I � i
I SHIM AS REO'D.
' V ,
EMBEDMENT _�
WINDOW FLANGE I (D
I
I , I I
__ __ __ (Note Ila) >
& WOOD BUCK 4 _ � --- 81
_ ''. I . I
'Note t - � �.
. _ I -51
, 2 o - - I 1. 2X4, 2XIS, 2XS WOOD BUCK . 5
� �&i) 11 I � il� I I . — BY OTHERS (Note 4,b, L and S) 9 . 1 9
� :2u
I i . 11
---I-- 1/4' SHIM 1
a I lh
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, I SPAC MAX,�
i . E I f ;_�;
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� A -A fALTERNATE r6 72
- 5ECTION
� I � I I -I------ 0 � �
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;!!� 0- 1-3/8, For instollotloa_xLth -two b
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f
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__ . ,MIN EMBI wood bur.ks I -
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! BY OTHERS I Similar for Section B-13 0 W
� � Cri o r , I
/ I SHIM AS
l PERIMETER - REC'D, _ _�Lhownj.
I 1, STUCCO -, I
I i SEAL , I (Note 1,a) I BY OTHERS c . ��
- : , I I
BY OTHERSJ SEAL BETWEE .1
1 (Note 2 a 1 . . 8
� BUCK HEIGHT FRAME WTR ------7 WINDOW FLANGE -E g� f
.... �
� It. 2 o'l", (13�11,> %WkW_R1D'L1L A & WOOD BUCK . IhItIM
I _ q / 1:� ,. L _
, .
i I I 0 to Is], See General Notes Drawing (Note 2.o, & Lb fl) I . . gwnl P9
� i \ � FLEX201 00, Sheet I & 2, F PERIMETER" SEAL '' - , 2! 98;
1. :
_/
FRAME HEIGH7 I �D (A)MIlealloneSeres'10001-Ionzorrial f 1! BY OTHERS 1�1 � . , N 2 �
��, (Note 2,o, & 2 b.11) I -
(F Sildi rig Aluminum Windave in XO, OX FRAME ,, i t � 0 1
0
,H,) - HOT, N
7 and XOX comiguratiom is sham. B B � 2..
FRAME WlD'IH — a %
i 6
! (0) Drawing sopikable W Non-Impad (F.W.)
T �"_ 17 i I 3i
0
� i 5 Resistant glazed Windows, SEAL BETWEEN
� SEAL BETWEEN I / I
L
, —
. i WINDOW FLANGE I (C) Production Glazing may differ from -
— S-E �Tl 0 N
� ; & PRECAST SILL 1 r_*11 tat tested as allowed by A�� ELEVATIO MAS'Y. OPENING
1 B-B 13Y OTHERS
I W/VULKEM 1116 ��,� ANSIJAAMAlNWW0A 10111S, 2, 101./LS� VIEWED FROM EXTERIOR
I -
H I
. .
i ADHESIVE SEALANT I 2INAPS or AAKAVWDMA/CSA 101AS, (Note 2 O, & 2.1c,31)
I I I
I
� INTERIOR Z/AW end applicable Building Code FASTENER INSTALLATWIN INSMCTIONS --RJEX25110 (COPM D ON SHEET 211� .�
� J__ FINISH BY Ses Note 12 and 13 on Drawing FLEX
� (Note 2.1c.0 i I 07HERS
� I I If I
I 1 ,:�71 20100 for further details- 3/16" OLIL CONCRETE SCREW WITH! WM-SMUCTURAL ONE BY WOOD BUCK:
1 . ZL H
__ ___,_____._]
______ ... I
; — �, .'i'l
i _L_ ", -1 (D) For Fastener Quenfifies Soo Sheet 2
� - - 1`7 of this drawing, See Note (H) regarding (1) Where window is Installed in an opening with a non-goudural one by wood buck for the head and
� -1 V V -, 9 �
� lambs and masomy or concrett sill, Installation is as folows;
: Iq de,Aallons.
t . IQ (E) Concrete screw Woo distance - At " head and Jambs, use a 3/16'diameber concrete screw Of Sufficient length to achieve
'Parts
17 ll� UW on this drawing for
14 measured from edge of minimum embedment of 1-114* Into masonry or concrete. Sao
11 IQ I . . .
. coviffeto screw size, embedment and food requirements. See P-0001IX, Nole 7 for additional
, �q 11 IV concrotelmasomy/block to contorting, of concrete screw requirements.
1�7
\1 � concrete screw must meet or exceed 2 - Atthe sill, apply a Structural Adhesive Sealant for the full length ofthe Sill imeatirgithe
1;1 q ,7 114`� Minimum size will embedment per requirements of Note Z.b.1 an PLEX20100. Daton. 11JJI,4/06
1�7 IQ
�
Pam List Sao Note (H) regarding (3) See fastener quandity table on sheet 2 for concrete screw quanboes and additional Installation Scalen NIS
�
deviators. oequirements. grown Dr. PJA
SEAL PrecQEt Silt by .t ersL I Checlued nin 3H
PE,RTMETEP, BY I CorPlgurcitlons m: ��Qry, 'L (P) Wood Or ticipping — edge (K) Horizontal SWIng XO-OX and XOX configurations are fabricated with the lectured number of Wes .
,
OTHERS (Note 2. & 210ji) distance measured from edge of wood for irdUllaoons� All facioni applied Installation fastener holes h the head and jambs will be filled wait Robart I Angartso, F�L
SEC_
to centertsfe of wood or tapping wow concrete screws in accordance with note (1) above, FL. License No. 49M
PARTS LIST must meet Or exceed 11', Mkinnum. size *1 WOOD SCREW WITH STRUCTURAL TWO BY WOOD MOCK (See ftildion A -A, Allibiginete . L"Ifilta L
PA_
and embedment per Parts Lot See, . .,
1 Epal Plange Frame an = 1. Similar foer Section 8411i)�. ,� .".. .
.
2 Sill - Flange Frame Note (H) regarding davations- .,
ZL �. 1. 1�
Not Uaw
3 _�j��b - Flange Frame (a) (L) Where window is insunled in an opening with a structil two by wood buck for the head and .
4 head - Sash (H) Any dev'aton less than the mInkylum jambs and a masonry or conorelbe sill, Installation Is as follows;
5 T,JI - Sash raquIrements stated munst be approved . At the head and jambs, use #10 wood screws of sufficient length to achieve 1-3/8" min
I
6 �� by he mam,fiad-nor or onginterad by embedment Into the two by wood bulk See Tarts Use on this drawing for wppd sum size 111,
'other* Design Professional in and embedmerrL See FLEX20100, Note 8 for acidt5ona) wood screw requirements. ."
7 Glazing - Soo Note (U) arid (C) - - MAIM .�-
will"ll".
8 3/16"Dia, Fiat Head Concrete Screw with minimum working load In shear cif accordance Win the applicable Building - At the sill, apply a Struictural Adhesive Sealant for the full length of the Sill nleehrig the .. . ........ �,
requirements of Note Z.b.1 on FLEX20100.
Code and Product Approval.
Ai I 80 Itisart 1 114' ambeciment. See Note � 1) on this drawing and Note 7 on (K) See fastener Quaritty talble this sham for wood so" quantities and adifillonol arstallatian 4 V, t .1
I ,
/ \ Drawing FLFX?0100� requirements. .. .... I..."
9 #10 Fiat Head Wood or Tggping Screw wkha minimum enstedmenjorfIL3AI" (N) Horizontal 51WIng XOLOX and XOXconfigurations are fleprecatioul with the required number of
into 'Structural Two By Buck or Framing'. See Note (L) on this drawing and for Installatiom All factory applied installation fastener holes in the head and Jambs will be filled :11*1 ��Drawllnglllllo.FLEX2511
1
Note 8 on Drawing FLEK201 DO, #10 wood sum in accordance with note W above,
Sheet 1 of 2
I (0) Wood screws shall not be used to fasten =am* Into the end grain of wood. -
1
1
SEAL BETWEEN
WOOD BUCK &
10
(��7
PARTS LIST TWO BY W130D SLICK OR J
FRAMING BY OTHERS (Note 4.10 r. -
CONC R E T E 0 I
I Z i
�
MAS1Y OPENING
Head - Flaws Frame
2 SIR � Flange Frame
"ASO N R Y ' P I
1 MASONRY OPENING 1
=-
BY OThERS
17,
�Note 2.p 8, 2,cl ll>_�
0 ,_ W
"
MASONRY OPENING
3 Tamb � Flange Frame
By O ' I-
BY OTHERS
T 1 RS 'd
4 a � .
. T 0 Q
I 0!
SEAL BETWEEN
F_
"l,
4 Head - Panel
I ;I I
T
DOOR FLANGE
�Note 4.c, & J)
I
r
5 fli-11 - panel
_ M, L2
4 SEAL BETWEEN
S AL B E T W EE �t
I
" W ...... I BUCK -
� SH'
UJ
6 Lock Shia � Panel
.
H OK T R
5 S IF ii
% HOOK STRIP & t I .s§
�. 8, 11:
cii. 2 2A 17
RODAS
,� U
Note I , <
-
7 Interlock - Panel
- _______ I
. 1,
WOOD RUCK 5 g 2 e;
W130D ] 3 U C
8 Hook QJrIp (* FASTENERS SHOWN 1 4 <Note a.c, It, 2,d,W>
( 'it, _ R I
4 N � _ q & , 2
PERIMETER
I "C
�C) = n
9 ( - See Note (B) and (V) IN SAME P ANE
FOR
I :4 1
SEAL 7
�
17 1 1/4' HIM I
E
, ;
-Aldrin CLARITY ONLY, HOOK N
10 3116' Die, Flat Head Concrete Screw with minimum . I
TRIP I.-
OTHERS
(Note 2,ck �
- EMBEDMENT
__ -I > I
, Z, M
. I 1/8' MIN. I % 6,
� working loadin shearofil!1O The at I 114'embladmant CED 21 APART ON I 1,1101'
OPPOSITE FLANGES,)
-
- - ___
-
�
Zh See Note (K) on this drawing and Nole 7 on Drawing
.
(TYP,)
& 2.cl,lil)
L
-_TF::!-� I
FLE)1201
�T&Dpinla Typ,
, .1 -
2�1,
___
if #8 Screw with a minimum
_ 1
i 1�-�
C
- ,� . r: � 2� 1!
STUCCO
I!
�SHIM
embedment of 11-1/8"Into the two by framing. See
No* (0) on Oft drawing and Note 8 on Drawing (�8 ) -
8 �g 's i f
N.00
S
FLEX201 00, "
7"S, MA
I/ L 7/8' MAXi 1;;it 0
I
REQ'D
12 #8 Wood or 1!tiRping Screw with Plastic Insena; (Note
\,.,,,
a-
I ... ,
- -g 5
(Note
L0 �
8J on FLEX20100) at a minimum embedment of T181 9 -
trip the concrete si IL See Note (F) on this drawing `�
.�x
a
4 T . -.4 T�
5
13
1
6 00 E.P
\\
I i
and Note 8 on Drawing FLEX20100,
STUCCO/SHEATHING 0 .01
,n E.3
f1711
�_,
�, �1 i
13 #8 VVQocI or ToWinit 69-m-N- with a minimum
"One
T � .S
2 -`1f
r4
ambledmant of &W into the By Wood Bucr.
See Note (0) on this drawing and Note 8 on Drawing
2.9
N '�-S-'
4�/ 1 i
HOOK STRIP I -'
11"� i
FLEX201 00.
" — 2 1 E g vi
0
i-,--
i
DETAIL
N A
SUTIOL, - A
W , i
A 7 ;4 I
I
a 1/41 MAX. SHIM SPACE
I — 1
.15 1
I I S.G.D,
-1 1/4' MIM
15, t
HEIGHT
EMBEDMENT
I ;
. 4 ONE BY W130D
I I I
i
BUCK BY OT14ERS
/// /// -I I
i
,,
(Note 4,cL & J)
r I
1 42
p�
(�'I,
SEALING i ;
REQUIRED
5
13 1Z
03� 1 SEAL BETWEEN
10 . I WOOD RUCK
B B �
I M
U U (Note ?,a
& 2101.1t)
11 7
I
lr--,\--... - MAS'Y. OPENING
I I - q ,
BY OTHERS
0
SHIM AS
(Note 2.a & 211:11111)
EXTERIOR ELEVATIO
REQ'D
- � SHIM AS REO'D.
_ drtle,
_.I
104hic 3/02107
2 PANEL DOOR SHOWN is
(No -be _� (�2)
(Note 1.0
�_
it,.
<SEE NOTES (C), (11) & <E)) Prom � PJA
n
LC
1/4' MAX ',
SHIM SPACE
�
I i
,,"',
IT X@
Killed Dr. jK
. to, ,
Robert X Amorlisq, P.L
DISCLAIMER: The Purpose of this FL Ucori No. 49752
J`lI ,LA,kfl�
I,
ll?'A ii
SEAL BETWEEN
4 z@
Installation drailifing is W present the
.
6
mantlactunars recommenclatims for "fe
V �$
f
I I 1��� WOOD BUCK
anchorage (Lis, concrete scraws; wood "
i .
A
" 4 � A .
.
�
'
/,
� (Note 2.0 & 2,01JID
I
PERIMETER "��
SEAL BY -7 i 4\
scrom arid tapping streml to ablik,ve the .1 ---w - .
design pressure specified on the fianestrator, f Y, i
product as required by the 20111 Florida I
/ul
4
"too
THE: I
Building Code (FOCI, Section 1707AA,2W 0:
MBEDM (Note , \_
E E 2o ii ASONRY OPENING
""�
, ",I"
1-1/4' MIN, OTHERS
--*-S.G.a WIDIH "`��
FBIC-Buliding, Section 1714.5.4 and the 2004
FK-Reseleritne, Section R6134 I
�
STUCCO
Recommendations regarding flashing, -.,-,�, ".
maiing, asillants or otteripirt %plant '... Ilte/,- .
LIBEMLLY APPLY SEALANT
O
L
=1does notoonsubitea mr-noi 144AIL 11A ' �',
,
ether, expresead orwom. *" -1.4i,
LINDER SILL OR SET SILL IN
SECTION B-P
_6�1_
$ED OF CONCRETE (Note 24iiiii.
MASONRY OPENING
wing No. FLEX24110
I
Siliel AS REQUIRED (Note 1.0.
I Sheet 1 of 2 1
I
____
Fastener Installation Chart GENERAL NOTES
"-----"---- —9. - _1_ftg~___Q_W_ _00.* —F..W- -0m __
J
A
,& 0
glue c.d. Co"All moo (I to 15) See General Notes Drawing FLEX20100, Sheet 1 & 2,
40M ", Hold I so Hook suill,
!. 5 a
-
4 Width Height flestorle Series 1000 Sliding Glass Door Is shown. Also applicable to Milestone, Series 2000 Siding Glass Door.
0. a visa (A)
I ans"CS1 3116`091 I wwasi ON M
I
9! .N
X
4068 xx1Qx1xO 46 so I 400) 31100) I VID01 a A (13) Drawing . applicable to Norrimpect Resistant Slid ing Glass Doors glazed with 3/16'fulty tempered glass. See Note (V).
I � �
opals t9_QL_ (C) Willere ")r represents moving parel and "O' represents find panial, approved wnfligifurations we as foiled on the fastener Installation duart on
q
,&x�_xp_ - _.N____l ---- __1M0L__ _MD91, __J ....
6088 _m ox,m 2?__80 __k_4(M Da,
J____1,M%___�lIl ___1 Sheet 2.
am XXI OKI XO 90 T6-- I A coo" iixm s Coo) a ...
however Installation "A 'B,B" Hook Strip Detail
A i I
�
lapse xxlox�Ko Izo 80 4 (DO) Tim) 7 (01) 8 (D) Not all configurations fisted on the fastener chart are shom on this drawling, sections -A", SL
8
i
. 5080 - xxJ)x xo 60 go SID01 3 MO) 300) I - 11 0 apply to Installatim of all approved configuration
S.
Soto) XX,OX�Xci 72 96 lipe) 4 0 4 ruin 10 (E) For pocket door confilgorations, use closest by-pass door size and configuration In the chart to the finished opening of the pocket door.
Bear )a, oxXo 5 D21-
A6___ 2 I/V�
� 11
I
- -29-- __ARG - _ _1L __L0_ (F) Concrete screw edge distance measured from edge of concrete/masonryliblock to centerline of concrete Sam must meet or exceed
10000 XX.OX.XO 120 go 5") V02) 6 02) 10
I
K
50000 A�Lp_xxo _M__j2_0__.___Pf_DJ6L___SLC0J , ir-01 12 minimum size and embedment per Parts Ust. See Note (1) regarding deviations.
00100 , Qjo--'-' li (0) Wood or tapping screw edge distance measured from edge of wood receiving ft point to centialine of wood or tapping Screw must meet or
�56,,Rx _X0
_l T
% 6�
_?;,___AL0____1_P_i_1__M:tT 1_1_
0- __M_7Hs ___
_ajW _��X OX, ��. _�li _ 1?0 .. . ... U2 00 OL 12 exceed 1'. Mininnurn ate and embedment per Parts List. Sao Note (1) regarding deviations.
e
6 E - a
908a 0)(0 100 VA 00 400) - ML - — (H) All field Supplied holes in the frame (if required) will be 3116' in diameter.
12068 ONO 145 119 80 lop 6)(02) 9 02) a
9
-
Ism OX0 161 118 I W I , (3c) I � (04) 12 iu4) - 0 (I) Any deviation 10% than the minimum requirements stated must be approwail by the manufacturer or engineered by "other' Design Professional
E � b I;
0080 ___ - MO 109 119 96 1 60M 7 (0Z 7 Mir) 10 in accordance With the applicable Building Code and Product Approval.
I I
1
12NO oxo 145 118 96 I 5 (000 1 G lost 1003) lo
150M oxo 181 Ila 96 ' (DO) 14 (Del -,Do 1G
- - _14�_ _
__ T 12& ___L
salon oxo 164_4ffi 2F 7JL)23 7 &2) 2 FASTENER UMA"'MON IN67RLKMONS - FL"24110
a _
11.
9 . .- ,,-
41;t SM .
ul,_
120100 . cola 446 VS , �20 8 JD2) A I (D14 � 1104) 12- .
1
9t
am - xxx WX4_.§q..____±J(4N_,L_ - 6TIL I 0 ILI' §_ 3116- DIA. CONCRETE SCREW WITH SILL AND NON-SntUCTURAL ONE BY WOOD BUCK ON HEAD AND 3AMBS:-
120M iW-- 1142 Ise =9 oLl Mbiz, a
�
c.-
W -.5
, I AP.— __��LM_I__ - --
6068 XX)( " &S, so 12 iR4
4 (DO) .) __L_ (1) Nail attachment of nion-structural one by buck per Note +a,111.2 on Drawing FLEM100.
suac, -
.2 I -s
- . , -
0 f C; " 2 �
0
�___Xx3___,1W_W_ _?§__ __i0L_ __IQ_
12080 xxx W &a 96 5 (00) 10 (K) Where door is installed In an opening widn a non-structural one by wood buck for the head and lambs and a masomy or concrete sill, use a
,;
X �!l "
Isom xxx 178 W 96 6 fact 14 lost . 14 Win 10 3/16" diameter concrete screw of Sufficient lengto to achieve minimum embedment of 1-1/4' into masonry or concrete. See 'Parts List' on
,1 o 0
-
WOO xxx 106 " 120 6002) 7 PZ) I 7 LOJZ I i2 Sheet I of this drawing for concrete screw size, embadment mid load recrilrements. See FLEIM100, Note 7 for additional ooncrtft screw
12100 XXX .142 518 120
�g
1 _5i
2 I & t
1 .
lops$ OXX0 119 618 80 4 (M) 760t) 1 70A) a I requirements.
t2O68 GXXO ,L43 _M_ &D qi - old
__
_� _,�;� - ) I P-C-) A_ (L) See fastener Installation chart dils sheet for concrete Screw warytibes al acklittionalinstatationrequirements,
I I s; 9
7 :2 a: �s in
1.91
I 0 J� 4 (DO) 13 tl)�Ft__1�3 (Di4i a Install one concrete screw In each pair of factory applied Installation holes unless noted othervillize on the falstemer Installation chart, It Is
-
1
loose _Aa2 ,\(M)
__!iR0_,.V�_P_ .A— --LIRL.- - �L_ __LifM_ __J�Q__ ble to Install a 3116" diameter comete screw with a 1-1/4" embedment In all holes In the head, sill and Joints Which will expeed the
/1
a.- __AG0_I__ --i-onpl- _i21)_3I__ ---!P-,- 2 accepta
AL 21
�;`�;�
- 16fost 15 f0s) 10 I
P.t aliz) minimum requirements of the Fastener histaRation Chout
I
I
,�
I do QxxO 115 " 120 8 (W) a W2) a (D2) I 2 (N) Alternate concrete Screw instahatiort fasteners; front to back in all frame mennows when both sets of hiples are riot used.
I
1201W oxxo W " 120 $04 1 1 (D4) It (04) 12
16010 wo 10 N 120 sic,21 l7a 17GO) 12 (0) All remaining factory applied insta liation fastener holes In the head and Jamb(s) not used for Concrete- screw Installation " be fastened With
.1
�
'll
-
ow XXXX 117 14 01 DU *8 wood sonews of sufficient: Length to provide min. 5/9' embedment Into wood buck. See 'Parts List!' on Sheet I of this drawing for wood
I _____ __.__1JML____Lf __-,_,__#___
1
I
12004 -XXU-- �4___K_,_,AP_
+ screw size and embedment requirements, See RZI20100, Noto 8 for addlitionall wood screw requirements,
---xxxx
,lia _ __� _ 0 - _11
lai-144
_16068 9 it I
80 4 (DOI I 5 Min 13(04) 1 Ali remaning factogor applied Installation fastener hotels in the sill not used for concrebe screw instatialtion shah be anchored will plastic
(P)
I
J.
-
a
6
—
loose xxxx re __1 LDQL- V02) 8 (DR) I 10 I anchors (we FLEM100, Note 8J for details) and #8 wood screws of sufficient length to provide Into. 7/8" in. embedment firito the concrete
i208D 96 a (Del I 0 lost 1003) 1 10 I
�
�
ism 96 5 (DO) 15m) IS (00) i 1 u I or masonry. See "Paris LIW on Shed I of this drawing for wood so" size and embedment rewiremeM. Sea PLEX20100, Note 8 for
"Gloo 120 - 8 02) 8 IO2) 8(1)2) 1 " additional wood screw mWirements.
120 ....... L(g2j_ I 4L 12
_11��_ _�V_p ____
4- _J
1
A
-
9
120 a P2) 17 Min 17 too) I 2
Z� L-1121111-111.0- _
#8 WOOD SCREW WrrH STRUCTURAL TWO BY WOOD BUCK FOR POCKET DOOR HOOK SFRIP:
9
lbfxt�*
1) In some coses concrete scmwa� am on ly raw lied in we of the factory applied Installation hole
(Q) Where pocket door hook Strip is Installed in mesa" opening with a structural two by wood buck and/or framing, use *$ wood screws of
Doble, 3/92107
sets tiie�, a role set being the two holes lying in a plane perpendicular to the Width of toe door
frame), In those please designated as 'DW In the Installation chart one Of due holes will receive a suffident length to achieve 1-1/6" minimum embedment into the two by wood buck aVor framing receiving the point. See *Parts use on
Smile M
chrowere Dr. PJA
Concerete, Screw arid Me remaining holes 0411 do filed In accordance with Notes 0 and P Sheet I of this drawing for wood Screw size ared embedment requirartents. See FLEX20100, Note 8 for addlitfortail wood screw rewitements,
chodw W. J"
2) In some cassee concrete scmws� am mquired in both factory applied InstalkiltiOn h0le Sets, "Dl* MR) See fositener Installation chart this. shed for #8 wood screw requirements in hook strip. AN holes In the book Strip *11 be ffified wkh #8 wood
through 'Dr designates In whic1h size & configuradlonis two concimis scram am niqlArral. The screws With a 1-1187 minimum embedment.
remaining holes will be filed in accordance with Notes 0 and! P� (S) Wood Scram shall riot be used to fasten assembly I= end grain of wood.
arDi , means. 110140 two ooncrebe screws in one, set of Installation holes.
brD21 .1 Install blici corcrells screws in two sets of installation bole..
Q) 'Dr nxiens, losti Mo concrele sore" In three " Of J-9011stion holes. Q=G;_4 PJRZSS_M WTWG 4 FBC Cl "NIPLIAIIINCE
d) *D,r means, install Mo concrate screws in four sets of Installation holes.
e) *DV means, lostall two corimate screws In A" sets of installation holesi (T) If exact door size is riot listed in fastener installation chart, use fastener quantity listed! fbr next larger Size, for the appropriate design
f) 'DW means, install two concrete screws in six soft of installatepri holes. pressure required.
9) 'Or means, Irsball Iwo conamito we" In seven seft ofinstallaoin blow (U) Installations depicted In these Instructions acceptable for design pressures to 55 PSF for the window sizes shown In the chart. Design
III, 'Do, rimans, install two, concrete Screws in eight sets of ingballaton holes. Pressures (D.P.) are positive and negative. Overall window assembly design pressure may be less than that shown in the firsteneir quantity
3) Location of addloinal ocromits sore" in head & Sill arouid be prioritized as fictlows: table and shah be determined In accordance with Note 13 of FLELA1100.
a) First adjacent to Interlock or butt soles in head & sill. CV) Production Glazing may differ from that tested as allowed by ANSI/AAMAiNWWDA 101/I.S. 2, 101/1,S. 2/NAFS or AAMAIWDMAICSA 1011I.S.
b) Secondly, at each end of head & sill near tomb comar. if headed. Z�
c) Locations in read 9 sill other than as listed in a & la, ZIA440 and applicable Building Code, See Note 12 and L3 on Drawing FLEX 201W for furitteir details.
4) Location of additional concrete smews in Jewhips should be priceirfeed as follows,, (W) Hook strip to be Securely fastened to transfer the load to the masonry, concrete or other structural Substrate per thil FK and the engineer I
a) First adjacent to locks in)arl of record's details as applicable,
I'l near head & %I opmor
Secondly, at each end oflonsta .. (X) See FLEX20100, Notes 10 to 15 for additional FBC Code Complatirm. ing No. FLEX24110
d) Locations in lambs Other #law. a listed in
n Sheet 2
Of 2
I
5) CS = coricreetiq screw and WS = wood scrow,
1
— � . -1 .1 I I
", -I
, ,� I CFIW�) --I,--
__ ___l__+___+_____i__ -
I __
- ' '
� RAME
HGT,
(FA,) - -
I - -
� � I
� ,-;�_
0
I I
,��-�-
'�
0
I I ,
XOX ,
� XOX
�_____
XOX
15;�_,'
�P-
.
- I � I �
,
1��,
FRAME ,� , i 0'1� , -
I - -, 1-011, , , ,
HGT. , -
CF,H,) ... ox - X0 OX - XCI -
L____ I .
ELEV900
VIEWED MOM EXTERIOR
Fastener Quantitits jabie--Notes: �L
1 ) Buck Width and Height = Frarre Width or Height - 1 ".
2) Only the required number of holes at the correct
locations will be present in the frame based on the
number of fastners to be installed listed above.
DESIGN PRESSURE RATING & FBC CODE COMPLIANCE
A E a'R
le 9 I
R
i 0 I !
*
A�
. ,
N I 9
.91HE
41-19
1 t �
U.
# e,
E
211
E
2 1 _�
i a-, I
H I
'd 9
0,:E I
� I I
. J
PAW 12/34/015
scow. NTS
grown SY: W
obedient or. im
(P) If exact window sue 11 not listed in fastener Installation chart, use fastener quantity listed for next larger size.
/,\(Q) Instaledions depicted ,'I these ingliouctions arceptattle for design, pressures to 60 PW for the window sizes shown In the Wis. Design Pressures (D.P,) are positive am negative,
ambly design pressure may be tass than 60 PSr and shall be dabormilned In accordance with Note 13 of FUX201DO.
(R]l ProdLicton Glazing may differ from that testici as allowed by ANSVAAMNNWWDA 10111.6. 2, 101A.S. 2/NAFS or AAMWA*WCSA 101/1-S� 2IA440 and applicable Building I
Code. See NOW 12 and 13 on Drawing FLE(20100 for further details.
(9) Two by wood buck and/or framing at the bead and Jambs to be securely fastened to transfer the bad to the masonry, concrete Or other smicturelsubstrate per the FOC arid I Drawling No. FLEX251 10
the engineer of moorda details as applicable. I Sheet 2 OF 2
_ .. , - , ,-- __ . ___ , - '.
O
PARTS UST TWO BY W013D BUCK OR
i
MASONRY OPENING
11 I
I Head - Flange Frame FRAMING BY OTHERS (Note 4A3 & W)
ONING A�A
BY OTHERS � W
SEAL RETWEEN� (Note 4.h &
2 $41 - Flange Frame
. I' '�"""' ' U'-' rM
I O Z a�
Y OTHERS
S '
\ � 1$� in
4
JW)
12NE BY WOOD
3 Jamb � Flange From
—
r. I -
WOOD BUCK &
MAS'Y. OPENING , 'I
. 1,
BUCK BY OTHERS
7
4 Head - Panel
6 &III panel
. I 4-4 1� e,-
r I
V_____7
I
11
(Note 2.a L 2,cLII0 I
, <OPTIONAL)
<Not(! 4�c,JI,R)
-
0 7ock $Via - Partial
,6 ,0� .§
BE
SEAL _ TWFr
4 SEAL BETWEEN 0 �-, 2 Z
- -
8
V,
- 11
_1 - - b" I 1 3/8'
MIN' 7 Interlock - Panel
HOOK STRIP & i , -N
HOOK STRIP 8
, I 1,
. WOOD BUCK � -2
WC I B BUC
SEAL - - -_ I - -
BE EEN �_�__ I
,
I _,L__ r__ EMBEDMENT 8 Hook Still? (* FASTENERS SHOWN
9 Glazing - Sao Note (B) and (V) IN SAME PLANE FGR
. .K 3 F,
N _ ,
4 ( _", 2 . ,
4 (Note 2c, & Ed.111) um
I � i ,
FLANGE
DOOR _�:7___� �_
-
�_
W
L� 10 3/16"Dia, Fiat Head concrete Screw with minimum CLARITY ONLY, HOOK
>�< STRIP ANCHOR 40LES
, all
, , __
& WOOD
< � working toad in shear of I W lbs at I 114"embedmsoi� SPACED 2' APART ON
X zl�
I I '/, MIN ,
I 3/e, M'N' 1 � �
'Mfirj"�N,
BULK �
_�
F
See Note (K) on this drawing and Note 7 on Drawing OPPOSITE FLANGES.)
�ZT;I:;.� 9:
'T'p)
<Note 2,oL 11
& 2-pi-Ill)
I
__ -
i
:�, i!� FLEX201W
M
0 11 #10 Wood or Tapping Screw with a mallinurin Typ, 11*
embedment of I�W Into two by framing. See Note "P
<
,
4 - Fe
, 4 I I � 0
< 8 1. .� , , ;
< �, I
PERIMETER_/
(P) on this drawing and Note 8 on Onaming (�8 )
, , S
7, MAX� 2 g I! � 0
L 7��_�
�
�
FLEX201100,
9' ,A3 < *.'d,c
Z�
L
OTHERS
(Nol 2:0i
SHIM AS
REWD
12 glo Wood or TaRpo Screw with Plastic Insering
_ i L
(Note 8.1 on FLEX201010) at - minimum embadmem , i
olil"Intothe comarete sill. Sao Noba(Cionthis I .
- - - � ,
1 . 6
9 �r,2 t 21:
� f - ,V�N _� 0
.1 .1
5.1�
(Note 1.0
drawing and Note 8 on Drawing PLEX2010D.
-
, STUCCO/SHEATHING 0, �
�
- BY OTHERS 2 � �'- ! 111.
IT --�� -�,
I
01
�
7 HOOK STRIP liq
DETAIL
SECTION A -A Al
A 7
I
� 1/4, MAX- SHIM SPACE
I— - I
I
ONE BY W130D
5
I
I
S,G,D�
, HEIGHT
BUCK BY OTHERS I '
_ --*-P-,-, 3/8' MIN.
(OPTIONAL) \
1i
I - 12
I 9
I
I
(Note 4.o 112) .
\
1 3
X/� --i
/
/
SEALANT
SHIM As' I ____ D BY
"0-
- ��__ OTHERS
/ r --I---
X B B i&M
`5� ,
REQUIRED
REQ'D <
�"'�
(Note L0 � , < (Note 4.10 & W>
L
INo �
/
�2"111�
.q SE L BETWEEN
7
3
SHIM AS
"
- TWO BY FRAMING
By OTHERS
-
EXTERIOR ELEMAIION Re: 3102/07
REQ'D �A
-
(Note 1a & 2410
2 PANEL DOOR SHOWN Scalw NITS
I No 2
-
-
____ 1
<SEE NOTES <C), (1) & (E>> Demeor, BT PJA
1 ,.>::
i
. 4
chocked Illor jii
V x
"
SHIM SPACE
H 1/2' .a —
-4--A-1,�
k��
SEAL BE]-WEEN
_1111—
Robert I Alneonaila, P.L
DISCLAIMER, The purpose of this FL License No. 49752
installation drawing is to present doo
mariurfact JAUrg
6
��
anchoragetiL i
. 1:1 f
t ,�
9 &
.
,concretescilaws, .. . ., _1
� . .
4 A I I
I
(Not,p 2.a & iod.10
Off 4#
achieve tre design ��-7-0 -
spooned - *2 '.
Z I
ER
PERIMETER
pressure -, r--
.6 . >
___
iY 1 4
A L 'It
D, SEAL BY -:::: 4
S;:
EMBEDMENT- OTHERS
1-1/4' MIN. (Note 2,cl L 2A.41) 4
`*,�_
on the fenestration product as "
1.
required by the 2001 Florida Building o lip ,
Code (FOC), Sector 1707.4.1, 2004 I
HlIC-Owlifing, Sadhorn 1714,5.4 and
— S.G,D. WIDTH
the 21304 FBC-Resilklenbal, Section � 1,
MASONRY OPENING
R613,6, Recommenciations regarding "I I.. 1.01
flathing, seoling, seelants or other - All, F ..'
LIBERALLY APPLY SEALANT
UNDER SLL OR SET SILL IN --
BYOTH[ERS
,__11l"llL
Joint sealant practices does not -
-
13ED OF CONCRETE (Note 24.41).
SECTION B-B
constitute a warrarty ether
expressed or Implied Drawing Mm FLEX24112
.
SHIM AS REQUIRED (Noto 1.0.
By 13THERS
Sheet 1 of 2
.
A"
i Fastener Inistallation
Chart
Sme, code
configunalla.
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nor'nabillation chain Notes;
11) In some cases cancrete scrows am Only required in one of Me factory applied Installation, hole
sets (i.e., a hole set tieing the two hoes lying In a piano perpendicular to UK we" of fle door
frame), �nthmcaondaomWas'Winftk"tlabonciiwtor*offthoWevAll.wo.�fee
Conorets Screw and the romillnN how will be filled In accordance wish Notes 0 and P
2) In some owes concrete sore" am requirred in both factory applied installation hole "is- �01'
through *DIr designalles, In which size is configurations two concrete oprewls am req, I -
romenting holes will be Red In accordance with Notes 0 and P,
arDl I magms, Install two concrete screws in me set of Installation holes.
4rD21 means. histell two cowellit screws in two sobs of installaton holes
c) �DX milarls, install two cAncrelia screws in three sets of ingualiaton holes,
d) -D4- means, Install two ooncrate, acre" in four sets ofirstailaton holes,
e) MV masins, Inagill Mo concrete scre" in five sets of insistialion holes.
f)"DW means� install two concrete scram in six sets of installation holes,
9) *177' means, install two concrete screws In seven oft of Installation bolies.
h) *013' means. Install tw000ncrole screws In eight 9M of Installation holes.
3) Location of leddlikeral concrelell amim, In head 4 *IN ohm Id be proriftext as fiosoves,
a) First adjacent to Interlock or bult sines In head & sill.
b) Secondly, at each and of bead & sill war left comer, 4 needeq
c) Lonallons in head a, sill other than as loved in a & b.
4) Location of additional concrete screw In sambe should be promlaod as fallows,
a) Find, adfacent to locks in JamW
b) Secondly, at each am of jambs reaar head & sill comane,
c) Locators In lambs other than age Rated In a & b.
5) CS = concrelle screw and WS = wood screw
Al
C,IEF41FAL 1141110171155
(1 to 15) Sea General Notes Drawing FLEK20100, Sheet I & 2.
(A) Mileshorte Series IOW Siding Glass Door is shown. Also applicable to Milestone series 2M Siding Glass Door.
(8) Drawing applicable to Non -Impact Resistant Siding Glass Doors glazed with 3116* fully tempered glass. See Note (V).
(C) Where "r represents moving panel arid "O" represents fixed parvel, approved configurations ate as listed on the fastener Instiallation chart or
Sheet 2.
(D) Not ail configurations listed on the fastener chart am shown on this drawing, however Installabort sections 'A -A", '""&Hook Strip Deboil
apply to Installation of all approved wit'gurations,
(E) For pocket door coinfiguratfors, use closest by-pass door size and configuration in tool chart to the finished opening Of the Pocket door,
(F) Concrete screw edge distance measured from edge of oDricrette/masonry/block to cerilberline of concrete screw muSt meet or exceed 2 1/41
Mlinimumsize and embedment per Parts Ust, See Note (3) regarding deviabons, ,
(6) Wood or tapping distance from edge of wood receMng the to centedine of wood or tapping screw must meet or
J -
- 11, ,;�
.� P 9-
1. id, 5
C �i Al
'" A I 6f
4i I 60
I !ii
N , -8 U
3 a � z
I M 1 3
1 F-I
LU � ,
F I$
I
A(1)
screw edge measured point
exceed 1'. Minimum size arid embedment per Parts Ust, See Note (3) regarding deviations,
(H) All field supplied holes In this frame (if required) will be 3116" In diameter.
Wood screw withdrawal values used to generate the fastening requiremerlits am based on SpiricemPine-Fur with a Speofic Gravity of 0,50,
See Note (J) regarding deviabons.
(3) Any deviation less than the minimum requirements stated mulattle approved by the mamfeidurerorengInoened by 'oldher"Design
Professional in accordance with the applicable Building Code and Product Approval,
- =
vi
§ § .., , O ;
.0 . . f
1,9 - �,, X, ,5
Ah Z A A.'d ,
,
FASMNER INSTALLATION INSTRUCTIONS - FLEX24112
3/101 DIA. CONCRETE SCREW WITIN SILL:
(K) Where door Is installed in an opening with a masonry or olonanalle sill, use a 3flVdiameterconcrete screw ofigufficient length to achieve
W 9 --. '. i,, I I
T, -1 I!
g2pt�
9 �_ rr� I s �
. . ,I, P ��,
0 � 6 . 2 .
. �,P c -
., I � . �13 I
I;
minimum embedment of 1-1/,r into mascinry or ooncrebe. $ee 'Parts UsV on Sheet I of this drawing for concrete screw size, embedment
and load requirements. See RJD(20100, Note 7 for additional concrete screw requirements.
I ?, r, -, I
silt X t
2 t� I; I
(L) See fastener Installation chart this sheet for concrete screw waintiliJes and additional Installation requirements.
.F
L,
(N) Install one Concrete screw in each pair of factory applied Installation holes unless noted otherwize on the fiesterner Installation chart It Is
acceptable to install a 3/16" chamebeir concrete screw wth a 1-1/4' embedment in all holes In dria sill Which wig exceed the mr1mum
___1
I
I
�,� �.
requirements of the Fasterner Installabon Chart.
(N) Alternate coricrebe screw installation fasteners findrittDback In the sill framiemeamber When both sets of Wes are nowsed.
(0) All remainingfectoryappilled Installation fastener holes In the sill notused for concrete screw Installation shall bearicticiredwitin plastic
anchors (see FUE,20100, Note SJ for details) and #10 wood screwsoftafftent lengl:hto provide min. I" in. embediment into the concrete
or masonry, See "Parts Usr on Sheet I of this drawing for wood screw size arid embedment requirements, See FLEX701DID, Note 8 for
I
1
11
e 1,
,§
13
Ul—
&M
additional wood screw requiremerits.
1
, W
1,
11_�
Zi' -�
411131.0 WOOD SCREW IWJSTRUCFURAL MO BY WOOD BUCK & OPTIONAL- NON-SMUCTURAL ONE BY WOOD BUCK - HEAD/31AME&
#10 WOW SCREW W/STRUCTILIRAL TWO BY WOOD BUCK FOR HEAD, 3AMS AND POCKET DOOR HOOK WRIP:
(P) Where the head, Jambs and pocket door hook g1brIp Is installed in a masonry or concrete opening with a combination ofstriftral two by a nd
0
'
-
lowlee; 3102107
Sister NTS
lare" By, 10A
chocked Non 314
Z�
OPTIONAL one by wood MKS or directly irk the two by wood Duck� use #10 wood Screws; of sufficient length to achieve I-Nir minimum
embedment Into the two by wood buck and/or framing receiving the point at all factory applied Installation holes. Sao "Parts Usr on Sheet: I
of ths drawing for wood screw s4ze and embedirrient requirements. See FLEX20101% Note B for additional wood screw recItilrements.
(Q) See fastener instaillation chart this sheet for #10 wood screw requirements in Jamtes), head and hook strip.
.
%�J - —
(S) Wood screws shall not be used to fasten assembldy, Into end grain of wood.
DESIGN PRESSURE RATING A FSC CODE COPIPLIANCE
M If exact door size is no0sted in fastener Installation chart, use fastener quantity, listed for next larger -size, for the appropriate design
pressure required.
(U) Installations depicted in these Instructions acceptable for design pressures to 55 PSr for die window sizes shown in the chart. Design
�,
Pressures (D.P.) are positive and negative. Overall window assembly design pressure may be less than that shown in the fastener quantity
table and shall be determined in accordance with Note 13 of R.E(20100.
4�
, F � oducton Glazing may differ from that tested as allowed! by ANSI/AAMA/NWWDA 101[l.S. 2, 1011I.S. 2/NAFS or AAMAoNDMA/CSA
101/1.$. ZIA440 wild applicable Building Code. See Note 12 and 13 on Drawing FLEX 20100 (or furdier details.
(W) Two by wood and/or framing bD be securely fastened to transfer Ithe load to the masonry, concrete or
I
other structLiral substrate per the FBC and the engineer of records details as applicable, -
(X) See FLEM0100, Notes 10 to 15 for adiffibonal FBC Code Compliance. Drawing No. FLEX24112
I 6 �a;heet 2
of 2
1249"WRALINOTIlis
.
SEAL BETWEEN SHEATHING
-
�
(1 to 13) Sale Ceneral Notes Drawing FLEX20101), Sheet I & 2,
- BY OTHERS (A) Milestone Series 1000 horizontal Sliding Aluminum Window In XO,
FRAME W-1 H, —1 :�
X 'k, Z
I A - - I Ir"
WINDOW FIN L BY OTHERS
..,
ry
(Note 4,b> Ox and XOX configurations are shown.
I G! Z;
I F I
-----_
SHEATHING
-w-
(9) Drawing applicable to Non -Impact Resistant glazed windows.
. _ __ . I—-
g I lq �
F __ - __
(Note 2.,:, & 2,c,H>
'.
.
�>
11
(C) Production Gioring may differ from that tested by
` 0
F
. I �
(�) e "� �' - '' ;
I
;�� ..,
I � ,
as allowed
LJ
� �� U ANSIJAAMAfftWWOA ICIII.S. 2, 101/l.S. 2/NAFS or AAMAJWDMAJCSA
It 140111S, ZIA440 and applicable Building Code. See Note 12 and 13 on
Z �
t -
I I I ,- !
I _t I? I
FRME '15��, 1
i '
� '� � �
*
I Drawing FLEX 20100 for further detafts,
16
HGT, E E3 I .5 � B
�
. 7
OTHERS � �; � -,
I
;r M (0) For Fastener Locations see Sheet 2 of this drawing. See Note (M)
, - regarding deviations.
= I
I 1 2 1 �
. - I
.
I .�`
i I
� I (E) Wood screw and nal withdrawal values used to generate
I I
I , "
. 1
- � � �
fastening requirentents are based on Six,cice-Pine-Fur With a, Specific
i ! Ir � -.
'r
PERIMETER
Gravity of 0,50� Sao NOW (M) regarding deratiorw
2
i I
SEAL
(f) Wood or tapping screw edge distance measured Fear edge of wood
- I -
BY OTHERS I
(Note arp
to conterine of wood! or tapping so" must meet or exand 11.
Minimum size and embedment Parts Ust See Nalle (H) regarding
7 E _2
FROM
L 2,0)
per
SHIM AS REWD. deviatons.
ELEVATION - VIEWED EXTERIOR § I � 2
A�l
<Note 1,110 (6) Nall edge distance measured from edge of wood to centedine of
Z, PARTS LIST c, l5
7
- I t
nail must meet or exceed 9116' or 5 temes Shank Diameter, whediriever
I Is larger. Minimum size and embedment Parts List Sea Note (M)
DISCI-AIMER" Ti,'. P-p- OF I Hoodl - Fin Frame HV: .
*5
if. ,*.k- d-kiii ill . pmeeet -a FL
I
F.
.
per
rigairding deviations-
2 SRI - Fin Frame
tft 1.n0.t1_�1;...`en`o0._ -
� ; �§ FP
Vleld-egell--Wel-le, Fin -
(N) Any deviation less than the minimum requirements stated must be
3 Jorm, - Frarne- 0
091,010 X1,105 we mie; os 4xi"Dill J% R % �
4 Weaj - Sash
I
approved by the manufacturer or engineered by �otlber"Desgn
Professional in accordance with the applicable Building Code and
W ado.- tree deep Polls- -a
le,el,-flelf - Ill. fres&eb. PWW 5 Sol - Sash I I ; 6 �
'. Z
-
Producl: Approval.
as Iii,.11 bv ft 2001 RM& a Glazing Bead I o � X
(1) AD field supplied holes In the frame (if required) will be II/Win
1.9
&,Wv O.N. "4 5� 1707,44.
2M fac."i'vesilliew. 171415A 7 Gliazina - See Not- (8) and (C) Z
X I �
aid Itle 2004 FBC-14.4elfill, secti,e, ?
dierrever for #8 wood scram or the shank diameter of the nail rounded
8 #Q Pan Head Wow -
R6136 R—endlrow.g.dha _ qrTapping Screw 2 'Ki 2
up to the next standard designation drill bit size.
oah0M_,9q__..d_ with a minimum embedment of V thin, the �
(3) Wood Scram arid Nails RW,h tPJ be mixed to faster the some
ffil. ."t "� d^ r4e slinucturall wood substrate, See Note (K to 'A
'
6
asolorrillph,'
_*WW a wr,," 01. eareseil,
levivw. N) and Data# A on this drawing and None ,I 2 §
FRAME L BUCK
4.4 & 8 on Drawing FLEX201W
HEIGHT (F,F.. & RN.)
9 Round Head Deformed Shank Nall with 8 I I 111
11
FRAME WIDTH
�
is ,ii,
mlinimurn 0,1 13'chameter(l IGA) and 'c I 1I
— BUCK WIDTH 1/4' ,MAX,
minimum embedment of 1-7ffi" into the 9 I I I
I I
5 �F,W. & S.W.) — SHIM SPACE
structural wood substrate. See Note (O to I
SEAL BETWEEN I
I
;
TWO BY WOOD
7
"I, DOW FIN R) and Detail A on this drawing and 4i 13
ll� BY OTHERS
(Note 4.iol> ------, I
SHEATHING Notes 41 & 9 on Drawing FLEX201 00, g 5 � 5
ote 2o - -�
'�,�
� y
2,c.1i) Center(Ine OF M � - �
I ,_____�
SHIM,AS REWD, -------
Fastener r ,�n Ref. �:Z
�,r! -
INTERIOR (Not I.b) � ,
,I , ,
/_ FINI!�� 13Y
_2 -1
PERIMETER
/ OTHERS I
- polio: 11041;,-
— I
AIN, Soller. Mrs
SEAL
BY OTHERS
I
Z
i
I
F. .-NT Prowns Illor PJA
\
(Note `
— - 1/4' SHIM � ,
, 11TY CREW) chocked iar� - IM
I
& Z.,4') i
I
-_ - - _----::�,
f SPACE MAX.
11
Robert 3. Anagirooliv P.E.
.
. , ':
. . ..
. �
-
I - __
- - 1� -
- .
,.:: �� I � � I
� I � � I
FIL License No, 49752
IIIIA111"
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(Note I'lo) 1 --- ___
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.
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STUCCO BY ---- � 7- 7 ��
OTHERS 1. ..
-
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Attochment
I
SEAL BETWEEN
WINDOW FIN
t S14EATHING
: -
>
1:i li
2W�
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PERIMETER
Di SEAL
(
SHEATHING
Fin ----a- -1.111- .1
Dimpled Arco on 1. . r7
DETAIL Attachment Fin 11 1. .
"WI-1111
(Note 2.o, SHEATHING -
& 2-oll) BY OTHERS
.
01 '0
u �
040te a'a I I 1� I"
TWO BY WOOD & 2,c. 1) BY OTHERS Wood Screw or Noll Head must be � ,,W 'Ll ..
By nTHFRS 3 �n folf contact with Attochment Fin, �,.
(Note 4.1p) STUM / Centorline of fraterier shall I>e
SECTION A-
SIDING By --J(�o
SECDON B-2 OTHERS
a
approximately 9/32' from dge of Drawing No. FLED(25120
.
Attq�hment Fin. . sheet I Of 2 1
.
DEDANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Florida 33572
Phone: 813.645.0166
Fax: 813.645.9698
www.danscoenginee�ng.com
CA 25948
1
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THIS IS A NON ENGINEERED
SHEET BASED ON PRODUCT
APPROVAL INFORMATION
LOCATED ON THE STATE OF
FLORIDA'S PRODUCT
APPROVAL SITE
THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNE AND SEALED FOR THE STRUCTURAL PORTION
F THIS DRAWING ONLY.
02007-THESE DRAWINGS AND DESIGNS ARE THE JOINT
PROPERTY OF DANSCO ENGINEERING, LDC AND THE
CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
UNAUTHORILED USE IS PROHIBITISID.
REVISION:
DATE
DESCRIPTION
VERSION NO.
SHEET TITLE:
FLORIDA EXTRUDERS
WINDOWS
SHEET INFORMATION:
JOB NO.:
DATE ISSUED: 09.04.07
DRAWN BY: DZ
REVIEWED BY: TH
101
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it
(b
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Ng_LWood and__Io_p_p:L,l�;__SLrgw_Eg_qterLer LQ2QcLI TQbjg!$
_ tj_Q�_ _ _ A
1-serries 1000 Horizontal Slider X010X and XOX -Modular I
i
Suck
I
",
H�elqiht
No. Flist.ruirs
In each Jamb
Eb
I Et
I Ll
L2
A
23
2
,
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6
N.
rd.
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36
,
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I Series 1000 Horizontal Slider X010X - Modular:D
Buck
Width
No. Fasteners
in Head &Sill
Farlifinne,
Location
Es
Eh
I L3
H S
4
4
41113
4111I
6 V4
E 1
35
4
4118
4118
14 114
&
L
47
4
4 1f8
4118
20 114
ilk
53
4
4 1J8
4 IT8--
_f3_1/_4_
D L
59
4
4 Iiii,
4 11B
26-T/-4
-
4
41M
4118
n If4
L1
71
1 4
1 4 1/8
_Tl_�g
_-:32 �11
I Series 1000 Horizontal Slider XOX -Modular _j
H S
E - I
84-IR
Width,
No;.Fastarlarz
in Head 8,3111
to , 's
___ Fastener
Location
-
Es
Eh
L4
, 1
6,
41/8
4
' IU� 114
&
A L
.
_
83
6
4118
il��
1 .
E) L
_____ g55 _ _
_'_fU�y"
, �
__ff
__
e
__ _._ ,_ ____ __ __ _
�
------ --- 9"' _ "
a
41/8
4"TA",_
4 I/S
I
I n 1/4
-
119
6
�
4 VII
. 4118
1 W Vil
DESIGN PRE MP9 RATING fj UK C20E
COMPLIANCE
(S) If gol wChdow size is not listed in fastener
location table, use fastener Coortkirs listed! for
next larger size.
(T) Installations depictil In these Instructions
aCceptable for design presoures to 60 PSF for
the window sizesshown in the table. Design
Pressures (D.P.) are positive and negative.
civisall window assembly design pressure may
be less than 60 PSF and $Wt be determined in
accordance with NOW 13 of FLEX20100. NBC Ing
schedule In Note (Q) for design pressures W 35
P,SF, 45 PSF and 60 PSF.
(U) Production Glazing may differ from that tested as
allowed by ANSVAAMAWWWDA 10111,S, Z
101A.S. 21NAFS or AAMAfWDMA/C5A 101fl-S.
2/A440 and applicable Building Code. See Note
12 arid 13 on Drawing FUD( 20100 for further
detalis.
IV) Structural two by wood truck and/or framing at
the head, sill and lambs to be sectirely fastened
to transfer the Lead W the wood structural
substrate per the FK and its Engineer of
record's details as applicable.
(W) See PLEK201OD, Notes 10 to 15 for additional
/�\ FBC Code Compliance�
*8 WOOD SCREWS:
(K] See fastener location table and Elevation Views on this sheet for location of 08 Wood Screws,
(L) #8 Wood Screw must be of sufficient length to achieve minimum embedment of I' into ft two by wood framing.
(M) See DeLoil "A'an sheet I for lipPrOximate 10cation Of the wood screw in the attachment fin.
(N) Wood screws shall not be used to fasten assemictif into end grain of wood.
NAILS-,
(0) Nails shall meet the following requirements:
0. 1 13' diameter or greater,
: sufficent length to achieve minimum embectment of 1 7/8" Cryto the two by wood framing (generally, nail 2 3/8'
length or greater shall meet this requirement), and
. helical (screw) or annular (ring) shank style only.
(P) Manufacturer's nails meeting these requirements are (but not ti diedlict)t1befollowing:
'M
: Pal deformed shank nail, No. 404947, 404537, 650111 and 6SOIA.8.
Durchitait deformed shank half No. 325-
(Q) Location of nails shall be (+I- I" tolerance on spacing, edge distance is a maximum), 4\
4" maximum from each comer of the head, sill and jambs or XC/0X & XOX configurations, and
: for the XQj0X Configuration, 7' O.C, Max. for Jamb, Head and 5111 for 46 PSF to 60 PSF Up, of
. for the XQj0X Configuration, r O.C. Max. for Jamb, Head and Sill for 36 PSF to 45 PSF DP, Or
. for the XO/CX Cwfiguraition, 127 D.C. Max. for 3amb, Head and Sill to 35 PSF DP, or
: for the XCX Configuration, 7' O.C. Max. for )amO & 5' D.C. max. for Head and Sill for 46 PSF to 60 Pl DP, or
for the XOX Configuration, 9" D.C. Max for Jamb & 7' D.C. max. for Head and Sill for 36 PSF to 45 PISF DIP, or
for the XOX Configuration, 12" O.C. Max, for kmb S, 9" O.C. max. for Head and gill to 35 PSF DP, and
: Sea Deteft "A" on sheet I for approximate locatIon, of the nail in the allachment fin.
(R) Nails shaft not be used to fasten assembly into end grain of wow.
____ Frame & Buck ___
WIdth A XOlOX - 4 Head & Sill
11 Fasteners, Jamb
_3 6' 1_3
. .
0yo7 ,,� __ .___.__._ Fasteners shown below.
- - - h �(TY CTYP,� -
I E Ek�-- i Et
, r=4 W-�� W--� -
� 1 7 -I Ll
_1
-
HeiGht 1, L2
� // // f -
I r . XO,OX . - - 1_1 L1
- __ - -
_� �_ FS XU,OX - E. - -� k_lb XO,OX XO,OX A
ELEVATION 2 Jamb 3 Jamb 4 Jamb
VIEW, XO/OX Fasteners Fasteners Fasteners
_.
� Frame & Buck XOX - 6 Head & Sill
Width Fasteners. Jamb
6�
- E4 4 Fasteners shown below.
t �i
:1
I- �'�_ � , "
- r__C7� I � E:
I I
-
--I I LI
T_ 1_1
� t' I -
Height // // // . " --A LE
"I
-
XOX LI Ll
L " - __ - - ____ - -__ � __ f
=-=:Z=:lZ- - - - - ---- � �=� W_ I -
ELEVATION
VIEW, XOX _t_E_:� XOX Es� �_ XG X XOX A
2 Jamb 3 Jamb 4 Jamb
Fasteners Fasteners Fasteners
Table Notes:
1) All dimensions show, Laken from the buck width or height of the window frame.
2) Based on size (buck width and height) and configuration (XO/OX or XOX) of the window to
be installed, enter the correct table above to determine the locations of the No, 8 Wood or
Topping Screws in the head, sill and jorribs,
N3) lns'04,�h a No, 8 Wood or lopping Screws at the locations shown in the table. Tolerance is
+ / - for spacing. Edge distance is a maximum.
4) This table is NOT applicable to the railing option, See Notes 0, P. Q. and R for nail
installation ocatforns, end spacing,
U
A,
5 1
��b.,,
M I� g .R
6
, E, I .
', <
2 , 4 8
n 8 - I
�
I I � I
!�
. �
�
W
= 12
Ic g 'a
Z
E-21 is
§ - 3t
40
i L?
N N g .-I
- , �:
� . T, p
1 N I 'i I
21 III
4 ? 1. I
j R .S
�3
Ili A I
'13 111
I I I I 11 11
DOW 1/04/07
50111,111 NTS
Dra" or, RA
C
Zell or 3"
Drawing No. REX25120
Sheet 2 of 2
Seat Betweer >i - Concrete or . I I
Concrete Or Buck & - FlW, -7 ' X I Fin - X __
T E,l,blnir� �
rin� By \,'noa Masonry Opening T-(�,,) "W,o�n,- Opening _ Buck Width ,, t, Masonry , ix
Buck By O'Chers 1�y 01 - By Others (aw.) opening
mer (Note 2,o & 2,1l -.a*- Z, '0 By Othsirs 91 e 6
(Nc'-�e 4,c) F 9
V
.6 � ,j �
Shim A - IQ)
sea� 1 1 'A � 3 Req'd (Note , K-.-\
E,._n .
T� I
N
,_
� I I I? I j
Win,
ciow Flange N I , r I
I
, I f A 1-1/4' Min. --- ---
, ,
�� li� 18.
and Wood Buck . t�
, V �84-g
(Note 2.0, & 2rblit I )
I 1 1/4� Shim ---- IlE3
- - ---- -1
'I //B C_ (�)_ - - '\,,,l, --- I
. - ____ I 8
�. I � :lpace max. - - I 'A j r'
It � : I r; � -2 'R ;� l,
! �� r. Ntl Q) One 13Y Wood . S
I - , cchchete _ ,�, Duck By Other� �� I
; F. H, ,� I
q re, 1p,drip,
! 11 : � f \ <Note 4,a) M
: - - - _
I T-1,
, �
: st,�Jcco By It, I I I 17 Seat Between a
--- Ii.' " "
l , � Shim As Seal Be Window ,/
`_ .I'
� nthers � i Wood Block & - j 5 I
� ' �'
I ;---
// " `
I
I
. i Req,dl, Ftargr, and Wood Buck � . Mas'y. Opening � , J -S
: \
I
�
_4-__`_-_`-
.. M
-
� . (Note I-Q) �Note 2.a & 2,lo.fl) 1. . thers
Perrme er - � _ � By 01 .2-.21
i � 11 7
Seat y , I _ log
I s - I I Perimeter Seat By Other ,.. , I (Note 2,0� & ".b.10
1)
i Eth \ lons ` . .111515, .-
:1 a �- (Note , I . 0
I 5',,",A,x; `2-"`,y*lthrl`xH`,eP.i Z,a
1 I
; ' '.1 , -
� (Note 2a A ! i �
C6)---�' .rp L41 ., dl ,,.. Frame Cath .- '. I
Frame L 2.bli) Buck -mw� d' " - __ _
t2) 6- M Typ, In Jb,l, .f 18' IF, ) . �'..: I 1 I I § t
� .
Heigh-, I Height high . I
.1hd....
. .. X V
(r , H,' (7 (B H,) o' 3 I P
4 /(D SECTION 13-13 . tc'� 8
rl 2 1 -
; i Perimete , r / ELEVATION 91
t i I I
1 Sent 3' � ., I
y � VIEWED FROM EXTERIOR concrete or : It 1
I
I � - Masonry Opening a
. � Oth r5 -
i (N 2 i oun,tfllstollotlo� for Concrete Screws per Nqe� (1) & (j). By Others 1
1 II. 2.ii �,��; . 7'"
Interior ifi of Concir.t. S, per Installation Chcrt on sheet 2. �17 . �
ot. ---:]
1
. -Ir ...... Flnls� By lratcjjo�on of #10 wc�od screws in Strucuirol Two Ely Wolud BvcR q I I I
i per N.tes K. (L) & (M)� . .1
i - --I
Others i
I ,-
F 7
1 1 _21 PARTS LIST .� .. --- 11
I
1 i
. I Head FlangsFrame 2)(4, 2XG, 2X8 tA ii
I
1:? Q V 2 Sit' -Flarge Frame Wood Buck Z pil
f- - I
- By Others
______� � 3 Aamb - Flonge Frame (Note 4,b end Q>
1:1 lu 4 & 5 Not Used i 3/ 1 1 5 15 �
1:7 IZ7 Iq , Iq . $ 9L=iM Be - / -, , -_
I _Ad M� F . In -C,
7 Glazing See Note
I "
1�7 17 IZ7 - (B) and (C) M t
8 3/18"Da, Flat Head Concrete Screw with minimum working Coad in shear of 180 lbs at 1 IX -
11 1� Ij ,_.__________. 5ECTiON A -A (ALTERNATE - �1
L_
emr,'�j =eta 'I, - sheet 2 and Note 7 on Drawing FLEX201 GO. For installation with two b .
.1 I- I
9 .io at .rT ping $Crew with a minimum embedgmem of 1-3/8' Into "SiruCtural wood bucks. Similar for Sectio
Sew between wlnclo� EC.st Slit by othe's. �0
- Two By Buck or Framing'- See Note (K) on Sheet 2 and Note 8 on Drawing FLEX20100. Date. 1/5107
�Large & precast sill ConFig,xatiors may va�y. B-B (not �hQwO). SCOW. NTS
W/Vulkem 116 adhesive lorlwill Din PJA
secAarit or approved equal. chadoadBr.)H
<Note 2,b.i) I
Robot 3. Amoroso, P.E.
FIL License No. 49752
GENERAL NOTES
(1 to 15) So. General Notes Drawing FLEX20100, Sheet I & 2 Al"er
(A) Milestone Series 1000 Fixed Aluminum Window Is stiol,wi. Also applicable to Sores 20GO Fixed Aluminum Windows. 0, ,..-,.. ,. %0
(0) Drawing applicable to Non-Ini, Resistant glazed windows. _.. % I
(C) P�dutoh Glazing may differ from that tested as sCowedl Ey ANSI/AAMNNWWDA 101/I.S 2,101/1-5. 2/NAFS or AAMAjWDMAiC$A . I
101A.S� 2,IA4140 and applicapia Building Code. See Note 12 and 13 on Drawing FLEX 20109 for tuther detam. DISCIRMER: The purpose of fts installation drawing is to present the .
10) Fo, Fastener Location & Quantities sea Sheet 2 of this dramirg. See Note (H) regarding deviations, manufacturer's recommendations for anchorage (i.e., concrete screws, wood I "I
IF) Concrete sarow edge deitanct measured from edge of concreta/masonrylbba to centarine of concrete scrow Must meet of exceed 2 screws, tapping screws and Vulkern Structitiral Adhesive (or other approved - .
. .. .. 1
1/4'. Minimum size and embedment Per Parts List ,see Note (H) regarding deviations. equal) as applicable) to achieve the design pressure specified on the ... .. ..... - �
(F) Wood or tapping screw edge datt" rrielasured from edge o1wood to contortive of wood or tapping screw must meet or exceed V, ,
10",
fenestration product as required by t1v 2001 Florida Building Code (FBC), '. .",
Minimum
,
size and embedment per Pal List. See Note (H) regarding deviations. ..".1,
(GlAil fil supplied holes in the frame lif required) will be Witr in diameter for 31116- diameter concrete screws and #10 wood screws Section 1707.4.4, 2004 FOC-Building, Section 1714-5.4 and the 2004
(H) Any deviation Im than the minimum requirements stated must be approved by the manufact.wer or engineered by "pther"Del FBC-Residential, Section R613.6. Recogintriendations regarding flashing,
Drawing No. FLEX27110
Prolessionallin accordance with the applicable Building Code and Product App,oval. sealing, sealants or other joint sealant practices does not consillitute a warranty [
' Sheet I of 2
I
.
either expressed or implied,
____
Sheathing
Oth"
"s
V Mir,
_\ - Embedment
GENERAL NOTES
- Frame Width .
A
Buck Width - I
By
Seat Between
Winoto Fin &
(Wood Screw) Two By Wood (11 to 15) See General Notes Drawing FLEX20100, Sheet I &
-
114 Others 2.
I
l�
L it ;* ,
, o
")
F- j �m 1.
,w
at n
Sh thl g
, te, 4,b)
c
w � 9
W T)
(Note ea & 2.c.9
(A) Mftesgone Series 2000 Fixed Aluminum Window is shown,
4, Effa
�_ 1014
W I .
/
Also applicable to Series iOD0 Fixed Aluminum Windows.
(0) Drevang, applicable to Noni-Impact, Resistant gland
vt CL fu
d v) ft,
I 1- A -a -1 Ii
F
. � .
- I �
Exterior , �_:
r - Shim As Recl'cl,
:. : / - , I, I Max.
:1. , / / 1/4
windows.
.
��
8
-
I -A I A , I
.
Finish � I
_____ ,
. _: (Note 1b)
, //
(C) Production Quing may diffor frown, tat Wall as allowed
by, N6UMMAINWWDA 1011I.S, 2, 101A.S.21NAFS or
1,
I I I I
I
By Others
�,
__ 1/4' Max,
AAMAIWDIIWCSA 102/I.S. ZIA440 and applicable Building
Spacing
/I i P
�
....
I
1 . . . Shim Spece--7
.. ll
1,
Code. Sao Note 12and 13 on Drawing FLEX20100 for further
(See Below)
// I % iii
/ I
i -----,
.. , �
I
cletalls, me ll
(D) Far Fastimair $pacing Elevation View Sheet I
/f
/�
i
I
sea on and
& Buck
/ Fasteners (Typ.) - I
/
Pe ` ter-
S�a' By �/
Notes (L) & (P) on Sheet 2 of this drawing. Soo Note (H)
regarding deviations.
Height
Z 4T
//
F : --i I o.
2
G-hr5
(Not!, 2.o
(E) Wood salary and ring withdrawal values wed to gairientlia
the tests" based Spruce-Pine,Fur
B EI I I g � is
a
requirements are on with
I t 31:
i 51-11
& H. c.11)
a Specific; Gravity of 0.50. See NOW 011) regarding devintionts.
I
I ' 1
I
(F) Wood or tapping screw edge distance measured from edge
.1 - . i ;
X 0
Frome
6 Buck
of wood to call of wood or lopping sc muld: most or
exceed I . liffigiftnurn size and embedment mWw Parts Wt See
A ---j
I g I
ELEVATION 17
j I n
Height
I Height
.
NOW (H) regarding clavistions.
4-1/2' Max.
(F,H,)
�
7 (B.H.)
2
(0) Nail edge distance measured from edge Of Wood 0
Centel of nail must meet or exceed 9/16- or Stim" Shank
VIEWED FROM EXTERIOR (Typ.) Ij 1
j,- B
/11:i)
7
Diameter, whichever is larger. Minimum am and embodinterr:
Heqd� Slit & Jamb A,)chQr SoQCI I
I
Perimeter
Seat By
Othrs IL
Interior,
j'_ Finish
B y Others
per Paris List Soo Note (H) regarding deviations,
IN) Any deviation less than the, minimum requirements staged
must be approved by the manufacturer or engineered by 'o&w*
DMAXALMER: The & A I
wood Screw - TD 70 FSF D.P.I 18' O.C, Max. P,P_ d ilk kwaft- 9 R
lifirmn it, w orwart ft
1.1a.d.lall, - -
I
(Note 2
& 2c.fl)
/
Design Profassional r accordance with the applicable Building
Code and Produat Approl
NaK .n.ardalowfor 9
61 PSF TO 70 PSF D.P,: 5-1/2' O,C. Max� "_1.k,j. 8
-1
. r . 1!
(1) Ali field supplied hot" in the frame (if required) will be 3/1 61
51 PSF TO 60 PSF D,P,i 6-1/2' O,C, Max. lichlow, are detail, P-re � 11
I
D
: - i I
h cilameter for #8 wood scre" or the shank diameter Of the
46 PS7 TO 50 PSF U.R; 8' OZ, Max. all on ft iteat,atiol,
I
8 - 1.
. . rr.
. ,
.. : I Shim As Req'd 1110)
. I 1/4' Max. (Note
nail rounded Lip to the next standard designation drill bit size.
,
41 PSF TO 45 PSF D.R; 8-112' RG, Max. � law"(10yow
36 PSF TO 40 PSF D,P,, 9-1/2' OZ, Max. 2001 Florks Kong rl* #
QK), 9100o 17,17 4A, " I I I
,.,,:
Exterior 1. .
.1 I
(J) Wood Screves and Nails 6ML NOT be mixed to featen the
TO 35 PSF D,Pj 12' O,C Max, Face-now.j. sill a I
. ..
Finish -----___ ,'
I . . ------
sm
171.44 .4 us m -
NOW
. 1,
Others
. I . T
. . > <,- by Other
FK-Roo*ntlm45K"
By �11
� .
�
1. I
.
� . I (Note 4.b>
. . I
All .1 7 "13A. lia-awas"ll ----
r.a.0i f."19, -*-% .9-
....,
I
, ---
1. I
Frame
Min . 1.1wo..1her"Ift-hi M
Seat Between
-
�
WIQ,th Shim As Req'd,
Buck Width - 1/4' Max. (Note Lip)
�_
(F,W. & B,H,)
I Raw- otew " _l
o Centerlin of ! . werieraj ay.
Fasten I
byl3thers er r x andal,
IE
Window Fin &
I' Min, -
<Note 4.1c) I
I Doft: 1/9107
...
Sheathing
Embedment
Sheathing Scitta; NTS
I
i
(Note 2.D & 2"11)
(Wood Screw)
Drove, Bin, IUA
By Others
SheathiN
",_
,�,,�;,
I I rhoked ":.*f
I
By Others
� ,Z
il I Robot). Anwormso, P.E.
PARTS LIST
3
11
i I
Min. I FL License No. 49752
I
1 Head - FinFrame
-
Zir
Embedment
. I <Wood
�
-_ -
Scre,)
11
2 SDI - Fin Frame
3 Jamb - Flin frame
-
4 NotUsed
5 Not Used
7
; - -_ - _____
�� 2�9�
:1-.11
I .� �, . - 11=K :
,
.r. I ,% I �. , h. 1, I
. , I � . . oe (�)
. ''I''..,
_....4611,
f I Attachm nt .. ...7*
I.,
�� , Fir) \7 1.
�p . %
Z�41 ac m .
6 Glazing Bead
I . r, .
: , , . '.p. 1. . .,
I j 1 : �.. r .
�, Seal
�':
C
.
Between I -
7 ii�rip - See Note (8) and (C)
a #8 Pan Head Wood or IMing Sol *0 at minimum embedment of I" W
'.
�., r ., " ". : l "
�_. :' ' L ' W
____ .... � L �_ hallow
___ P. .. -1 Sheathing
. _q
. ..
Fin & Wood Screw or Nail Head must be .. ..... . . 1 4 .
in full conitai with Attachment Fin.
the structural wood substrate. See Note (K) on Shoet 2 and Datall A on this
ote
Peirime ter
, ..*
R.a & 2.cll) Centerline of fosterer shall be ......... ,
drawing and Note 4.b & 8 on
Drawing FLEX20100.
Exterior
approximately 9/32' from edge of I-.
9 ft�unOHWDeformgOSherrkNWivftminimunO.113"damtot(lI
GA)And
Seat By
S F! ush
Othr _,�
B-13
Attachment Fin-___
irL 701
minimum embectmerit of 1-7/6"
Into the structural wood substrate. Sao Note IN) an
Bfln
CTION
(Note 2'a
DETAIL A Drawing No.
Sheet 2 and Detail A on this drawfing and Notes 4b & 9 on Drawing FLEX20,100,
Ill 2.c,ll)
1 Sheet 1 of 2
Seat Between
.
X
Wood Buck 8.
M
Masonry Opening
Frame Width
Frame Width
� I
,- -
Sea( Between Winolow 13Y Others
"
'
Flange & Wood Buck (Note 2.c. & 2,b.C)
I
A --]
A
-7
ii� �;
5
1! -,r
�
<Note 2,c, & 2to3l)
- - -
,A 1�
m .
One By Wood
"'
Bwck By Others
�,
,_�___
7
B
1! I 1" i
.3 t
' a
Concrete Or B
Masonry
Opening By
Ir-6
I
I ,
/
rrIll
I
fl
�
1
I Frome
-1
-V (5
v
� 8 I
I
Others
,Note 7)
/ ,
8 I
Height
B B
I AR I
.�
�
I
___�
Exterior Finish
_�A
I I
I
i I
:
M %
By Others
46 - 1 1/4' Mir,.
�
i
.
1
�I�, t
: L Embedment
%% - 1
__1
A ___j
EXTERIOR ELEVATIO A __j
a
Alf p
I �
� .____________
� ,--A
w__ I i
�
.
, . a
I
I . * m
�
1- L
A
-
BuLk Width
(B,W.> �
; -
§;t 3 tg
\L 1/4" Wax,
iiii Shim Space
Perimeter Sect- Ill
, I
- 1-1/4"
1/0," Max.- �- Embedment
Min.
i I �j 6
Im 41a'd
,% NA
By Others Shim As "WO.
(Note 2.a & 2,bJ)
Shim Spoce
one By Wood
Buck Byanthers
� S
?= to
. (Note I,a)
Frame
�
,,,'-
Shim As Req'd,
(Note L0
(Note 4, )
I I . I I
I
Height (D
�
11_1�
.
(�8)
u.
Z I
(F,R)
0 8 Bu ck
Height
<B,H,>
//�,
GENERAL NOTES
(I to 15) See General NOW Dratialing FLEX201DO, Sheet
,--
3 47"10, X4 -
,�,�
" '
9
I I 1
I
2 Shim ,As Req'd,
1 &2,
�7
V
Seat Between
Wood Buck &
I I
11 1
(A) Milestone Series 1 000 poll Fixed Alummum
.$__��
Masonry Opening
I I
Perimeter Seal
Window is shown. Atop applaable to Sel 2000
.
4
13Y Oth �
.
01
By Others
Designs Fixed Aluminum window$.
�
____
(Note 2,Q & 2.1o.4)
(Note 2,o & 2.bAl)
'
(3) Drawing applicable to Non -Impact Resistant glazed
Perimeter Seat � ��,
Seat Between
1 �616 N
Exterior Finish -_ I
By Others
1 -7
windows,
(C� Production Glazing may differ from that tested as
By Others - I
(Note ax, & Z,b.C>
Window Flange
& Wood Buck
I
i`
allowed by ANSI/AAMAINWWDA 1011M 2, 101/l.S.
Concrete
<Note 2-a & FA�01)
-
��_
1/4' lvtcx�
L_
ZINAFS or AAMAtWDIWCSA IOIA�& 2/A440 and
Exterior Finish
Or Masonry
Seat Between Shim Spoce
�
Window Flange � . L
J
applicable Building Code. -See Note 12 and 13 on
Drawing FLEX 201DO for further dotags,
For
By Others Opening By
- Frame Width - Others
(F.W.)
- L
0107
9, Wood Buck
'
(D) Fastener Location & Guerrillas a" Sheet 2 of
this drawing. See Note (H) regarding devaiiars.
SECTION Q-
NITS
RJA
(Note R.. & 2,bJD
. - 1-1/4" Min,
(E) Concrete screw edge distance measured from edge
PART$ LIST
r
- Checked By: 3H
6, Embedment
Concrete Or \
of concrate,1mationryflolock to Cementite of concrete
ter" must most or exceed 2 1/4". Minimum size
1 tCqg - Flange Frame
Robot 3 Amorwin,
FIL U.Z
P.E.
14..497SZ
Masonry one By wood
and ambectment per Pons List. See Noce (H)
2 �Ui - Flange Frame
-
Seat B... tees, - opening By Buck Bl"Others
(Note )
regarding deviations.
3 Jamb - Flange Frame
-
31111111190
Wood Buck & Otherr
Masonry Opening
(F) Wood or tapping screw edge distance measured from
4 �atUsfacl
.......... 4*
By Others SEQTIQN A -A
edge, of wood to oantorginst of wood or tapping screw
Must meet I 1. Minimum
6 Not Used
8 Glazing Bead
. ,
11 1.
*1
(Note ea & e.iojo
cir exceed size and
embedment per Pons Ust. See Note (H) regarding
7 Glaring - See Note (8) and (C)
m -
DISCWMER: The purpose o(thils MulaRallorn drawing Is to present the
doliff"ors.
(0) All field supplied hot" in this frame (I rewired) will be
8 3/16" Die. Fiat Head Concrete Screw with
minknum working load In Show of 1 80 lbs at I
:
r7
I
Manufacturer% recommendations for anchorage, [i,e., concrete saem, wood
screws, and lapping screws) to achieve the desigin pressure specified on the,
fenestration product as required by the 2001 Florida Bufldng Code (FBQ, Section
311 6"In dl~er for 311 S"conoreft screws and #10
wood $am"
IW embedment. $so Note (1) on Sheet 2 and
Note 7 on Drawing FLEX201 DO,
,
-#I ... o ."
.. .; % '... _
1707,4,4, 2DD4 FBC-BuildWq, Section i7lt,13.4 and the 2004 FOC-Ratiklenball,
(H) Any deviation lose then the r4okman requirements
9 #10 FIaLHjR_ W orTa n Screwvijtha
. `1".
W
SectionR613-6. Recommendations regarding flashing, sealing, stalarastir other
stated mat be approved by the manufacturer or
minimum arnbocliment of I-W into *Struct.tral
orit sealant produces does not opristitift a warranty either expressed or Implied.
engineered by'ather"Destiln Professional In
accordance, the Building Code
Two By Buck or Framing'. See NOW (K) on
- - ____
D Ing No. FLEX28110
.
With applicable and
ProftclApprol
Sheet 2 and Note 8 on Drawing FLEX20100.
F;��wSheet I of 2 9
l CONCRETE
SCREW INSTALLATION
CHART
FASTENER INSTALLAMN 1NST`RUMQW:AMQ7118
3/ LW DLOL COCICRETIC SCREW WrTH NON-STIUJCTURAL ONE BY WOOD SUCK:
(1) Where window is installed In an opening with a non-strIlCitraf one by wood buck for the head and iambs and masonry Or concrete sill, installation is as
follow,
- At the head and jamps, use a 31161 diameter concreW screw of sufficient length to achieve mini me t I V into maso ry 0 See
mu mbedman of - ,r r, r concrete-
"Parts Lisr on Sheet I of this drawing for concrete screw size, embedment and load requiremerits. Sale FLEX20100, Noe 7 for additional concrete screw
I
requirements,
. At the sill, apply a Structural Adhesive Sealant for the ful) length of the Sit moating the requirements of Note 2�1:;J on Fillyaol0l),
(3) Concrete Screw Installation fasteriers shall be spaced! as folows (see Elevation View on Sheet 1)!
. Series 1000 a M head &.jambs:
1) 5" mavf from each comer with remairling quantity of fastener$ fivenry spacecl batwear. the conner
fasteners. li�
ii) See Concrete Sch� Installation Chart at left for quandtles, of fasbaners to be placed in head and jaril
4) Mandinurn Design Pressure for this installation is 70 p5f.
v) Tolerance is +/- V� This tolerance is applicalbe to the Evenly spaced distance.
��t v) Comw distance measured from tip of frame.
vi) For wIncill greater then Ww'de; oil heights and wricloval ess than orequal to 12"high; aftwidths,see exceptions In the *Notw'soWon of
the Cilocrete Screw Inatefilaidart Chart art Wt.
#10 WOW SCREW WffH STRUCTURALTWO BY WOOD BUCK (See Section A -A, Alternate, an Shad 1. Similar for Section a-4)t
I foil
(K) Where window Is installed In an opening with a stnixtural two by wood budc for the hew and jamb. and a mosorry or Concrete sill, Installation s as am!
- At the head and Iambs, use #10 wood screws of sufficent length to achieve 1-3/8"rydr. enthedment into it* two by wood buck. See �Parts UW on
Sheet I of this drawing for wood screw size and embedment. See FLEX20100, Note 8 for additional wood screw requirements.
. At it* sill, apply a Sphocaurie. Adhol Sealant for the full length of the Sill rin," the requIrements, of Note 2.b,l on FILE)ML00,
(L) #10 Wood Screw instailatlQn faslepers shall W spaced as follows forag window sizes iseer Elevation View on Sheet 1) Tolorancels +I- I'.
This tolerance is apo.icable to the evently spaced distance. Comer distance Measured from tip of freme,
- Series LOW & 2wo - hea4;
1) to 45 pst S'max from comer III 171 Q-c Max.
it) 46 to 60 pst'. 5" Max from comer & 16' oz. max, ,�L
111) 61 to 70 pst 5' max from comer & 15' o.c. max.
- Stines IODO & 2000 - jarrift
i) be 45 P$h 5" Max from comer & 14� 0,�, MaX.
ex,
it) 46 to 60 psf: S' max from comer & 10' a,c. in ZL
111) 61 to 70 psi S' nm from carrier Sit 8' o.c. max.
(M) Wood screws $1vill not be used to fasten assembly into the end grain of wow.
DESIGN PRESSUIRE RAl 111, FISC COPE COMPLIANCE
(N) It alaawinclow size Is not listed in fastener fristelation Chart for conarete sorew Installations, use fastenerquarrity listed lor nw larger sift ZL
(0) Installations depicted in these instructions acceptable for 4KQn pressures; to 70 PSf for the window sizes show in the diart Design Pressures COX.) are
positive and negative. Overall wridow asserntily design pressure may be 16% than 740 PSF it governed by ft g6ong and $nail be cle"iriedin accordance With
Note 13 of FLEX20100.
(P) Production Glazing may differ from Mat testad as aftowed by AN5J/Mf,WNWWDA 101/1-5, 2, IDI/T.5, ZINAFS or AAMAIWDMA(CSA IGULS. 2/A440 and
applicable Building Code- See NOW 12 and 13 on Drawing FILSQ0400 for further detafl,
(Q) TWO by wood buck and/or framing at the head and jambs to be securely fastened to transfer the load to the mationry, Concrete or othei, Structural substrate
per the FBC and the engineer of recordis details as applicable.
(R) See FLEX201DO, Notes 10 to 15 for additional FBC Coca Compliance.
A2
9 9 z
" ,
�
I ,
i -- � g.
, 2 ,i:,
f fj t a
,% m 1 6
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i
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5 8 A& �I
A �
a I � I
, I
.1
i Z ,
M
.
I
FAFTWR INIIIA"T110111 1"-MVCTTO"$ - MVCM10 POUR PRIESSAW RATIIING lk PIK
QDDE C014PUANCE
3116-DIX CONCRETE SCREW W131111 NON-SIMUCTURAL ONE BY WOOD BUCK AM CONCRETE OURD-DOWN-
(R) InStallatitints depleted In those
(1) Where window is installed in an opening with a non-aurtural one by wood buck for Me head,sil and! lambs, use a 311V instructions acceptable for design pressures
to 70 PSF. n (D.P.)
diarriater concrete screw olisuffloontiongth to achieve minimum wribledmentoll 1-1141 intomosonryor cork:rete- See"Parts List" Dosig pressures am
on Sheet I of this drawing for concrete screw size, embedment and bad requVwnenM See FLEX20100, Note 7 for additional positive anid negative. Overel window
concrete screw requirernents. assembly deskjn pressure may be less than
(3) Fosterer specing shag be per Wes ", (P) and (Q) beCDw, that shown In thit fastaner"intity t*e
and shall be determined in accordance with
#10 WOOD SCREW WITH SnUK"RAL 111100 BY WOOD SUCK AND CONCREM BMLD-DOWN. USED, WHEN T" BY Note 13 of FLEX20100,
BUM EMPLOYED IN LIEU OF ONE BY BUCK (TM CONFIGURATION NOT SNOM)ft (S) Production Glazing may drrer from that
tested as allowed py ANSIfAAbWNWWOA
(K) Where window is Installed in an opening with a structural two by wood buck for the head, sill and jembs� use #10 wood screws of 101/14. 2, 131/15. 21NAFS or
sufficient largith to achieve 1-3/8' Min. emberfmal Into the two by wood buck. See �Parts 1.1W on Sheat I of this drawing far AAMNWDMAICSA 101,q.S. 2JA440 and
wood screw site and embedment See FLEK201010, Note 8 for additional wood screw requirements. applicable Buddil Code. See Note 12 and
(L) Wood screws "I ," be used to fasten assembly irdo the end grain of wood 13 on Deraing FLEX 20100 for further
(M) Fastener spacing WrAl be par Notes (0), (P) and (Q) below. details.
(T) Concrete Header at head and/or two by
FASMER SPACING (See Elevation View an this Sheet)i wood buck anclifor framing at ft histad, sill
and iambs to be securely fastened to
(N) Concrete screw spading shall be as folover. transfer the load to the am", concrete
- S' maximum from el 0amer of head, sill or jambs, or other 5tructitral substrate per the FBC
- evenly spaced betviven Comer anchon; M not Exceeding 15' ti.c. spamg in head, sift or jemba of quaft-ancle, qualitar-cirde and the engineer of r4coldrs, details as
ar amicable.
- evenly spaced between comer anchors but not exceeding Ir o.c. spadng In head, sill or)arritis of all alter omfigurittions, not (U) See FLE)(20100, Notes 10 to 15 for
mentioned 09'e, 4rd, additional FBC Code Compliance
- tolerance is +I- I", and
: this tolerance Is applicable to the evenly spaced distance.
Comer disiance measured from lip affronts. 4�±S
(0) #10 wood screw spacing shag be as follolarl
- S' maximum fronn each comer of head, $01 or lambs,
- evenly spaced between come anchors bit not wiceeding 12" ra.r. spacing 0 head, 3111 or " for the following
configurations,
0 eyebrow
a Will arch
0 half-eyelp
a Octagon
0 fan
0 Pentold
0 full-drdle
0 half1circe
0 triangle
0 trapezoid
a oval
, Evenly spaced between comer anchars but not exceeding 9' ", spacing in head, sill or jambs for be following
configurations,
0 quirce,a,cle
0 quarter -circle arch
0 leff-fin
- tolerance Is t/- I" and
- this tolerance is applicabie to the evenly spaced distance. A2
Comer disuince firleastrecl from tip of from
(P) 'Spacing in Noce (N) and (0) above based on the use of Either a concrete screw or #10 wood screw as required for secoming the
�lnckrw frame Ingio the substrate as fogail (sea Illustration this Shoat),
Concrete screw into, concrete or masonry using a rion-structural One By wood Suck.
- Concrete
(Q) If #10 wood screw into a TWO By Wood Buck structurally attadied to or Masonry substrate.
configuration requires combination of concrete screw and #10 wood scrov In either a boo, sill or jarmi,, the loww of the
malmurn spacings above shag be used.
I �TOTII
BUCK WE
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Data: 115107
Scidia. NTS
these, or IUA
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to-
Ing No, FLEX27110
Sheet 2 of 2
- Frome Width
E�ly
swc.4
tertemers
5, M., I
CTYP.) HEAD I
I -1 Frome
_'F - Height
1,11ty
St. - 5' Wax.
fortemare, JAMB �
IT 1) \ Cri
T, - ,e�= SILL 1-i
I
T T ---- � -
_� �_5C-Ty"p).- I
. (Typ-)
E�HRIQR ELQLAjQN
FASTENER SPACING ILLUSTRATION
EYEBROW ARCH DESIGNER WINDOW SHOWN AS EXAMPLE
EXAMPLE:
HEAD (CURVED PORTION) SECURED TO
CONCRETE HEADER, JAMBS OR SILL SECURED TO
CMU AND CAST -SILL RESPECTIVELY WITH ONE BY BUCK
USE 3/16" DIA. CONCRETE SCREWS
AT 15" 0,C. SPACING BETWEEN
ANCHORS AND SPACED 5" MAXIMUM FROM CORNERS.
- or -
HEAD (CURVED RORTION), JAMBS OR SILL SECURED TO
T ER, JAMBS OR SILL)
AT 12" 0,C. SPACING
BETWEEN FASTENERS AND SPACED 5" MAXIMUM
FROM CORNERS, (NOTE: 112" SPACING FOR
EXAMPLE EYEBROW APPLICATION. OTHER
APPLICATIONS MAY REQUIRE 9" SPACING
PER NOTE (0))
X r i
, P1 S
- � g"i m,
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41 ,� � i
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Nut 1/life, �
9mk..
Onown Dr.
Checked Plit.1H
Drawing No. FLEX28110
Sheet 2 of 2
FASMNER INSTALLATION 111=111LUCTIOM - FLEX27120
#111tw000scp1ws,
(11) #8 Wood Screw must be of suffident langth lbo achieve minimum embedment of I' inbo, the two by wood
framing.
(L) Spai of wood screws shall be,,
. 4-1/2" max. from each corrw of the head, FAI and jambs, and
. evenly spaced between comer fastigners but not exceeding 18" o.c. Spacing for the head, 0 and
jambs as Shown in Elevation View on Sheet I of this drawing.
. Tolerance is +/ 11. This tolerance is applicable to the evenly spaced distance. Zh
0 Comer distance measured from framelibuck width or height dimension of from,
(M) Wood screws Shall not be used to ifilisten assembly Into end grain of Wood.
NAIL%
(N) Nails sW meet the following requirements:
0 0.113"diameter or grealter,
0 sufficiertt lerigth to achieve minirnum embedment of 1 7/8' into the two by wood framing
(generally, nail 2 3)8' length or greater shall meet this requirement), and
. helical (scriew) or annular (ring) shank style only.
(0) Manufacturar's nails meeting til requirements are (but not limited to) the following:
:Paskide deformed shank nail, No. 404947, 404537, 650111 and 650148.
Duro-Fast deformed shank nail No. 325.
(P) Spacing of nails shall be:
. 4-1/2" max. firm each comer of the heal and jambsir, and
0 evenly Spaced between comer fasteners and not exceeding ox, vacing for the head, sill and
jarl as Mown In Elevatim View on Sheet I of this drawing.
ToCerance Is -i,j- 1'. This tolerance is applicable to the evenly Wooed distance, ZL
: Comer distance measured from fireginabuck width or beloft dimension of firame.
(iQ) Nails shall nut be used to fasten assembly irFto end gratin of wood,
(R) Installations depicted In these Linstrucittorns acceptable far design pressures to 70 PSF with fastener spacing
:how the Elevialloon View on Sheet I of this drawing for the following Window spies:
to 52 It8" x 95
. to 63' x 80"
. to 71' x 7V'
- to 73" x 73"
* to 831 x 55 1/4'
. to 95' x 49 5/8'
- to 119" x 37 3/8"
Design Pressures (D.P.) are positive and negative. Overall window assembly desill pressure may be less
than 7D PSF and shall t>e determined In accordance with Note 13 of FLEX20100,
(S) Production Glazing my dliffer from that tested as allowed by ANSI/AAMA/NWWDA 101/1,S, 2, 101/1,S.
2/NAFs or AAivA/WDMA/csA iolins, Z/A440 and applicable Building Code. See Note 12 and 13 on Drawing
FLEX 2OaOO for flurtirleir cleWils.
(T) Structi,gal two by wood buck and/or framing at the head, sill and jambs to be securely fastened to Dander
the load to the wood stiumral substrate per the FOC and the engirleerof record's details as appillrAble.
(U) See PLEK20100, Notes 10 to 15 fOr additional FBC Code Compliance -
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Dot&, 1/9/07
Scale, NTS
Drawn Or. RA
Chocked my: 3H
Drawing No. FLEX27120
Sheet 2 of 2
I' Min.
- - 1/4' Max. 9)
_�
.
Frame Width 9-
Embedment --. Seat Behind Fin
Shim Spitc �1/
______ Buck Width ,,---_ tilli � 1
(Woo,� sclrcm� rNote 2.a & 2,c.U)
,
, -_ , y Framing
11�_ S
, Other.
A 7 . r, "
9
Build Down Shim As Reqd. I IN -tie 4,b and T)
Sheathing / BY, nther5i
IV-,
��
T! -69 . �
�)
(Note 1,b)
By Others --_ (Note 4.1v and T)
S"
14 Seat Behind Fin
I
i �a � I ;
/
I Shim As
OT -,,,
//-
IN e oL L 2.c. >
_�___
� � i.7 I 8
I �
I/
, Req'd.
__� (Note 1,b)
1_� L
7
/ Frcrrhe S 3 � A '5
V T P
/
r1111
_
I' Min.
& Buck
I I
i i
- -
I . -
___�11
. Embedment
Screw)
Height .00 .1 "
8 i I . �
8
ell 6
"i
1
Exterlo, Finish _y/ - - ,j /41 Mo..
-
. (Wood
Shircilthing I
�
I ic -_
i
By Others .
By Others
42
Perimeter, Seat ,
"the 5
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AG
.� 2
- I § g I �
x11
l.. 2.c. & 2. - it)
_6j
____ ,
Exterior Finish
A t
N q . �:
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By Other-5
ti �9 Z
.
EXTEEIQR ELLV-ATIQN
p
Buck
Frame Width
§;k I
Hright
(R.H.)
Perimeter Seat
- Buck Width - By Others
g, -9 I r, A i
---- 7
Frame
(F1W. L R.W.) ',Note 2�a & P.c.0
?;:
N �
Perimeter
Height S Ct 2
OF .1 others
I 5 as
DISCLA94ER: The purpose of this Installation drawing is to Pirsent 11 -4 '§
the manufacturer's reammendations for archunige (i.e., wood I I 9 i
Ote 2'a Shim As
rZ
to - 1
the �
2.c.9) Req'd,
screws, tapping screws and nafts] achieve design pressal 1 9 A X
(Note I.b)
spedfled on the Fenestration product as required by the 2001 Florida 0
Z 1�
GENERAL NOTES
Building Code (W, Section 1707.4.4, 2OD4 FOC-Rok", Section
- il,
(Itol See General Notes Drawing FLEX20100, Sheet I& 2.
6)
(A) Mileatione, Series 1 000 Designer Faced Aluminum Window is
1714.5.4 and the 2004 FOC-Reeklentlal, Section R6116.
Recummenclatioris regarding nashing, sealing, seallatits or other joint I P It
I
I . .
sealant practices does not conablutee a warranty either expressed or 5
-E_
. app 0 as or m
Implied. g I
I
1/4' Max.
Exterior Finish,--- �A S
dal
(13) Drawing applicable to Non.-Impect Resistant glazed windows.
MIN
BY Others
I
(C) Production Glazing may differ from that tested as stowed by
"9 I
--'*<
(�)� .
I
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ANSI/AAM"WWDA 10I/I.S. 2,1019S. 2JNAFS or AAMNWDMAi`CSA
101.11S, 2/A440 and applicable Bulkillng Code, See Nob, 12 and 13 on
M I
- - I
. \-Two By FramIng
______
Drawing FLEX 201DO for further details.
(D) For Fastener Spacing see Notes (L) and (P) on Sheet 2 of this
-1 3� "
By Other s
I Min. A ��
�__
SHEATHING ----______�_ (Note 4.b and T)
diwiviong, See Note (H) regarding derviations,
Ceriterklime of �
BY 13THERIS \- Sea( Behind Fin
(E) Wood scrow, and nail withdrawal values used to generate the
Fastener -
__ g . ,
(Note 2,0, & 2.C.11)
fas" requirements are based On Spruce -Pine -Fur With a Specific
.
I I Min.
Gravity of 0,50. Sao NOW (H) regarding deviations.
I Data. I19107
Embedment
(F) Wood or tapping screw eta distance Measured from edge of
Scalac NTS
(Wood Screw)
wood to canistiftne of wood or tapping screly, must meet or exceed I*.
I Drawn Or RJA
Minirntim size and ambodmarrit per Parts List. See Note H) regarding
Checked By: 3H
SECTION A -A
devistons.
Robert 3, Anwaso, P't.
I �
PARTS LIST
(0) Nail edge distance measured from edge of wood to centerfine of
FL License No. 49752
1 Head - FinFronno
noil must meet or exceed 0/16" or 5 Cities Shank Diameter, whichever
2 still - Fin Frame
3 Tamb - Fin Frame
is larger, Mirtimurn size and embedment per Paris List, See Note (H)
regaildrig deviations.
- - - ��_ - 1
t VA98
I � ........ .
oao I
4 jZTUsed
(It Any deviation less than the minimum requirements stated must be
I ,.+
n I
17, I a 11 11 -,�, �,�� %.
5 Not Used
approved by the manufacturer or engineered by "othern Design
!
`?___
6 Glazim - Rigid Vinyl
Professional in accordance wiftin the applicable Building Code and
.
____
7 Qplazing - Sve Note (8) and (C)
Product Approval.
:
8 #8 Pan Head Wood or Ippigg Screw with a minimum embedment of I' into
0) All field supipiled holes in the frame (if raqulked� wig be X16` In
Wood Screw or Nail Head must be `7
ft struo" wood substratel See Note (K) on Sheet 2 and DoW A on this
diameter for 46 wood screws owr the ebarlic diameter of the nail
In full contact with Attachment F`-rl. 11'*.7 I - -
drawing and Note 4.b & 8 on Drawing FLEX20100.
rounded up to the next standard des"Con drill bit vitze,
Wood
Centerline of fastener shall be � . ,
.1
, ,
9 Round Head Womrad.5lianxNaft With nrontrinum 0.1 13"chameter (11 GA) am
(J) Scrows; and Nails §!18� be mixed to fasten the same
opproximotely 9/32" from edge of '"....". 1. ,.A,
.. ,.A
minimum wribectment of 14M' into the atrurWral wood substrate, See " (N) on
assembly,
Attachment Fin. -_ - -_
Sheet 2 and Detail A on this drawing arid Notes 4b & 9 on Drawing REX41 00,
DETAIL A Drawing No. FLEX28120
Sheet I of 2
FAMN01 INFEA-14ATUM INSTRUMONS - FLEX28120
#8 WOOD SCREW&
(K) #8 wood Screw must be of suffidert length to achieve ringilmurn, embedment of 1' into the two by wood framing
or the tould-chown framing component
(L) #0 Wood Screw spackrig shall be as follows.
- 4-112" maximum from each comer of head, sill or)ambs,
- evenly spaced between Comer fasteners but not exceeding 181 o.c. splacirV in had, sill or ombs for the
following Configurations at design pressures to 70 PSF,
0 eyebrow
0 tralf-circle arch
0 half -eyebrow
0 octagon
a fan
0 PentOld
0 full -circle
0 hallf-drde
0 triangle
0 trap-ld
0 oval
- evenly spaced between comer fasteners but not Exceeding 151 co.c. spacing In head, sill or)ambs for the
following tocinfiguratiom at design pressures to 70 PSF,
0 quarter-arde
0 quarter-mcircle arch
0 haRob
f tolerance is +/- 1', and
- thits tolerance is; applicable to the evenly spaced dislanoe. Zh
- Comer distance measured from fraime/truck width or height dimension of frame,
(114) Wood screws shall not be used to fasten assembly into end grain of wood.
NAILS;
(N) Nails shag meet the following requIterneribil
- Ill diameter orgreater,
. sufficient Iero to achieve minimum embedment of 1 7/8"InFro the two by wood or build -down
framing (generally, nail 2 31W length or greater shall meet this requirement), and
- helical (Screw) or annular (ring) Shank W* only.
(0) Manufacturers nails meeting these requimlients are (but not limited 0) the followting:
- Paslodedolarmed shank nail, No. 404947, 404537, 650111 and 650148.
* Duro-Fast deformed shank nail No, 3M
(P) Spacing of nails shall be.
- 4-1/2' maximum from each Corner of the head, sill and janilbs,
- evenly spaced between comer fasteners but not exceeding dw ci�c. spacing In head, sill and jamilis far the
following Configurations at design pressures 46 to 70 PSF,
a eyebrow 5' O.C. spacing
a half -eyebrow 51 O'c. spacing
a fan 61 O,C� swing
a half-flin 4* D.C. spacing
o full -circle 7" o.c. spacing
a half -chicle V o.c. spacing
o half-arde arch 6' o.c. spacing
a quarter-arcle 4" o.c. spacing
o cluarter-orde arch 4� o,c. spacng
a Oval ir ii.c. spacing
0 octagon r co.c. $paCing
0 pentolcl 51 couc, spacing
a trianglCe 5, mc. spacing
a trapezoid 51 Q�C. spacing
(P) Spacing of nails shall be (continued):
9 evenly spaced between coniff fh5tgners but not exueeding the o.c. waring in head, sill and jamb's for the ficilkiviing
configuratJons at design pressures to 45 PSF,
a eyebrow 9' O.C. swng
a half -eyebrow 9' o.c. spacing
a fan 9, O,c' sW . Ing
a half-lan 7- .,c. spacing
o full -circle 11" o.c. spacing
a half-drde 9"O.c. spacing
a half-cirde at& 91 o.c. spacing
a quarter-cirche 71 ox. spacing
a civarter-circle arch 7' o.c. spacing
a oval 17" o.c. spacing
a octagon 11" o.c- spacing
o pentoid 9' O.C. spacing
0 triangle 9' O'C' Spacing
0 trapezoid 9' O.C. spacing
- tolerance is +I- I", and
- this tolexanCe is appliQableto the evenly spac,ed distance. ZL
. rice Mee rn In to will or I
(Q) Nails shall not be used to fasten assembly into end grain of wood.
(R) Installations depicted in dieslie instuclJorg; acceptable for design pressures to 70 PSF With fastener spill in NOW (Q and
(P), Design Pressures (D.P.) are positive and negative. Overall window assernbty, design pressure may be less than 70
PSF and shall be determined fin accordance with Note 13 of FLEX201M
(S) Productim Glazing may differ from that tested as allowed byANSIJAAMA/NWWDA 10111.9. 2, 10111.5. 2/NAFS or
AAMAIWDMAICSA 101/1.S. 2IA440 and applicable Building Code. See Note 12 and 13 on Drawing FLEX 20100 for
further details.
(T) Structural two by wood and/or framing at the head, sffl and lambs to be semnally fastened bo transfer the toad to the
wood struLtural substrate per the F8C and the engineer of records details as applicable.
(U) See FLEX20100, Notes 10 to 15 for additional FBC Code Compliance.
From* Width I
Buck Width ]
E_nly
- spd __
A-h..
------- - 7
� HW I / - i
- Frame Height
Buck Heigh',
e
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(TYP.)
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ANCHOR SPACING ILLUS7 RATION
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EYEBROW ARCH DESIGNER WINDOW
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Data. 1191017
SkA,hallym
Drawl Sir RIA
Chocked Or. )H
Drawing No. FLB(28120
Sheet 2 of 2
DANSCO
D 1:
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Flohda 33572
Phone: 8 1 3.645.0166
Fax: 813.645.9698
www.danscoengineedng.com
CA 25948
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THIS IS A NON ENGINEERED
SHEET BASED ON PRODUCT
APPROVAL INFORMATION
LOCATED ON THE STATE OF
FLORIDA'S PRODUCT
APPROVAL SITE
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
AFTER THE DATE 17 IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OF THIS DRAWING ONLY.
@2007-THESE DRAWINGS AND DESIGNS ARE THE JOINT
PROPERTY OF DANSCO ENGINEERING, LLC AND THE
CLIENT ON THIS PROJECT. ANY REPRODUMON OR
UNAUTHORIZED USE S PROHIBITED.
REVISION:
DATE
DESCRIPTION
I
VERSION NO.
SHEET TITLE:
FLORIDA EXTRUDERS
WINDOWS
SHEET INFORMATION:
JOB NO.:
DATE ISSUED: 09.04.07
DRAWN BY: DZ
REVIEWED BY: TH
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SILL 'TYP)
F
/ TAPPING SMS
I X 2 X 1118
______) r TUBE MULLION
I SEALANT BETWEEN
WINDO FLANGES-
! L. NUI-l"'TON
SCALANT �ETWCEN� Ij
WINDOW FL,ANQES .
t MULLION �_ )000 I'Li
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SEALANT BETWEEN
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t MULLION
Iwo P.v /DESIGNER
I SILL (TYP.)
\ I- - " 8 X
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SEALANT BETWEEN
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V_ 1! - I , & MULL ION
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1000 S H. TAPPING SMS
HEAD CTYP,)
SEALANT KTWEEN Sr'-T'C)N A ---A
7- WINDOW FLANGES lw��_�,_ 1-1 _� L,'
\ & MULLION
\ 1000 P ' W /DESIGNER ' SEALANT BETWEEN
FSILL (7YP.) ,J:NDG,) FLANGES
& MULLION _�
11 / IAPPI,z SMS
\ � I X 4 X I/B I
\ 6i,F____1Sy1 / I UBE MULLION i
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SEC -,ION A-L (5) -
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0 1 - DETAIL
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\- 1000 S-H. TAPPING SMS
HEAD �TYP.)
SECTION A -A (�)
I- IND P.W�/DESIGNER
I SILL (Typ')
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� / TAPPING MS
; / 711C, X 318
I 11 _____ /- I X 2
�Slr Is / TUBE MULLION
i 11[ 9 I/ SEALANT / /
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WINDOW FLANCE \
�_47 & MULLION \
-1000 S,H, TAPPING SMS
HEAD ,TYP,)
=ION A -A (4
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TAPPING SMS
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I= I/ TUBE MULLION
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HEAD (TYP.)
SECTION A -A (6
TWO BY WOOD
APPLIES TO HEAD & SILL WHERE I" X 4"
& 2" X 4" TUBE MULLIONS ARE USED
I
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I I I / ///- SHEATHING
i- INSTALLATION ANCM11 12 WOOD
�_ I _.�_, SCREW <TYP-)
--EXTERNAL MULLION
__ __� - INSTALLATION CLIP
t \__ MULLION
000 P.W,'BESIGNER MIN
�ILL (TYP.) �
I DETAIL C-\ r A \ /_11�
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� i =:=___j DETAIL APPLIES To HFAO & SILL WHERE I" X 2"
1 � I For OlIq,rQtI, & I X 2 7/16- TUDE MULLIONS ARC USED
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fristoll.tion Clip" Is VMII SCREW
_1000 S.H. .SECTION A --A (7 -- sho- in / __,�2.T?R)
HEAD 0YP.> De"od C HORIZ. CLIP
-
Waync A, Dock, P E.
'
548 R H-y 27 vs, MIK
Cli�lmont, F�. 34711 I j I- F'"PEDHENT
- _____
FL LIcense No. 52583 -
S 2540 JEWETT LANE
FLORIDA EXTRUDER SANFORD, FLORIDA
INTERNATIONAL, INC, ___._______
� TITLE: S E R, 1000/1500 FIN SHEET 1 OF 2
- . 1�1( �
,
I'll, , 'C.4 HORIZENTAL MULLION SECTIONS
I.... 11 . ,I� ,, _4;� :) OF 2)
15 2 1'�',� SEE OTHER SIDE (SHEET L __ FOR
_. _ A.PACITIES
, fm �_ I
A :_�)i-' �� ,
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, I, 7 ! :MSH � I APPROVED BY WA B -1
e- I SCALE: 0S DWG.: 1HMFIN
01��;!-�,� �,�-' �
- . JDATE; 6/ 17 /04 t
SERIES 1000 & 1500 FIN SING.LE H-UNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF
-
CAPACITY
---
CAPACITY
CAPACITY
CAPACITY
CAPACITY
CAPACITY
CAPACITY
Y
CAPACITY CAPACITY
CAPACITY
CAPACITY
W IN ' C
WINDOW
)
WINDOW UNIT
1 X2X3/8 I
I X2X3/8
IX2 7116XIIB�
IXZ 7/16XI/BIX2
7/16X3/BIX2
7/16X3/8
I X4X1 /8
I X01/8 I X4X3/8
I X4X3/8
2X4X3/8
C A ' '
CALL
BUCK
TU6Z MULL
TUBE MULL
TUBE MULL !TUBE
MULL
TUBE MULL
TUBE MULL
TUBE MULL
TUBE MULL
TUBE MULL
TUBE MULL TUBE MULL
TUBE MULL
TUBE MULL
' I '
SIZE
E
SIZE i
2 ANCHORS
4 ANCHORS
2 ANCHORS
4 11 11�
2 A' RS)
4 ANCHORS
6 ANC14ORS 4 ANCHORS
6 ANCHORS
1
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SECT. 5� �A
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2ECT, A-A(4)
SECT, A-A(4)
5E�T� A-A(S)
SECT. A-A(5) SECT. A-A(6�
SECT. A-A(6)
A -A 7
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12+HC
____ I
18 1/8 X 3A 9/16
428.77
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856.35
___ -
428.17
I
856.35 j
I
428,i7 1
856.35
428.17
8515.35
856.35
1254,53 856.35
1284.53
__
1284.53
1 [3+ H C
18 1/6 X 46 A5/16
324.21
548,43
324.21
1
648.43 �_
�
324.21 1
648,43 I
324.21
648,43
, 648.43
,972,65 . I . 648.43
972,65
972.65
� -
I 4+HC
18 t/8 X 59 3/16
261.39 1522.79
___
261.39
,
522.79 � i
261.39 1
522.79
261.39
522.79
1 522.79
784.18 _ [ 522.79
75 4.18
1 784.18
- 5
145+ HC
18 1/8 X 64 13/16
-
240.03 � _1
21B.60 �
480.07 -
__ -
437,20
1,
-240.03
21 8�60
480.07 1
2 40, O 3 1
480.07
240,03
480�07
� 450-07
720.11 1 480.07
.
7
720,11
- - -_.
1 720.11
1 655.81
1 5 +
15+HC
18 1/8 X 71 9/16
437,20 1
218.60 1
437.20
218.60
437�20
I i 437.20
655.81 1 437.20 _
655.81
-'- �
6+
16+HC
_. ____
18 1/8 X 80 9/16
- - ,
195,34
390,69
195.34
390.69
;
195.34 1
390.169
195.34
390.69
390.69
1
586.04 il 390.69
586,
. 586.04
17+HC
18 1/8 X 91 9/16
171.07
342.15
,---
171,07 ,
,-----
342.15
-
� 171.07
342-15
1 171�07
1 342.15
, 342.15
I
513,23 342.15
i
513.23
-_
5i 3123
___
1 H2+HC
-
25 1/2- X 38-1/4
263.27
526.54
I
1
526.54
_
----.--,----------.--
263.27
-_ - . __
263�27
1 52,
___
526.54
______
789.81
__�8_
9.81
1 H3+ HC
25 1/2 X 50 5/8
207,89 _ -1
415.78 _
____�63.27
201.89
I
415,78
207.89_
--1-526.54
415.78____
207.89 .___t____________,__
I 415.78
415.78
523.67 I 15-78
_____
623.67
-
E323-67 _
-
I H4+ HC
25 1/2 X 62 7/8
170.84
341.69
170.84
1 341.69
170.84
341.69
170.84
,i 341.69
341,69
512.54 341,69
51-2,54----
512.54
IH45+HC25
1/2 X 68 11/2
1 5'7.9 2
_
315.85
1,57.92
315.55
157.92
I 315.85
157.92
I
1 315.85
11 - - _
315.85
__._..__. 11-1--
28'9,57
_
473.78 1 315.85
I
___ _T
473.78
473.78
11H5+HC
__
I25 1/2 X 75 114
1
144.78
289,57
289.57
144.78
1 289.57
-i
144.78
1 289.57
434.36 289.57
434.36
434.36
2
--144.78
260.65
130.32
260,65
.
i 30.32
1 260.65
130,32
260.65
260.65
� 390.98 1 260,65
390.98
-
390.98
1H7+HC
�5 1/2 X 96 114
__
I15.GI
230.02
115.01
230�02
I.5�01
1
i I 230.02
us, 01
;E
230,02
230.02
345,04. _j 230.02
345,04
345.04
22+HC
-
I 36 X 43 1/2
139,50__
279,01 _
L__ -I
139.50
__I
279.01
-
139,50 __ -
279,01
I
1 139.50
____._ ------------
11 279,01
.-.��-11---------.--�--,----,-..-�---�ll-
279.01
i
418.51 ; 279,01
__ -
418,51
418.51
. _
23+HC
i
� : 36 X 55 7/I3
129.24
258.48
129,24
1 258.48
129.24
258,48
1 129.24
ii
255.48
258,45
387.72 1 258.48
387,72
387.72
I 36 X 68 1/8
1 08,58
-
217.16
108.58
217.16
108,58
217.16
---.----F
-
108.58
- -
217.16
217.16
325.74 -1 217�16
32534
325.74
_24+HC
245+HC
-
36 X 73 3/4,
101-,15
202.31
1 IOI.f5_
202,31
101.15
202.31
101.15
I
� 202,31
202.31
1303.46 :] 202.31
303.41,
�
303,46
-
25+HC
36 X 80 1/2
93.48
1186.96
) 93.48
_
186,96
93.48
I 186.96
93.48
186.96
186.96
A
280.44 k 186,96
1 1
230,44
280�44
- -,
26+HC
36 X 89 1/2
84,89
-..-,-.
169.79
______
1 84�89
169.79
84.89
169.79
i
54,89
---.-----
169,79
-------
169,79
I
254.69 j 169.79
254,69
254.69
-Y2-
___.
27+HC
____
36 X 101 I/12
- I
75-63
________
151.27
I 75-63
1
151.27
75.63
1 151.27
75�63
-
151,27
151.27
2215�90 I 151.27
I 1
226.90
__
6.96
32+HC
52 1/6 X 50 9/16
.
74.52
1 87-63 -7
- __________'___._
7Z;2
�
i 122.28
__
74-52
I 30.48
74-52
149�05
___
149.05
I
223.57 149,05
�
223.57
=___=�_
223.57
33+HC
---,-,--�------�-----,-------"-�
52 1/8 X 62 15/16
66�01
77,62
I
1 66.01
----I- -1 I ____t___
i i 108.31
� ---
1 I
56.01
115.58
66.01
1 L2202
- --- -.,-.
1 112.02
_.____ -
- -
I
198,04 I 132.02 ____
__ -1
198.04
-
198,04
---------
34+HC
52 1/8 X 75 3/16
63.07
74.16
63,07
I 103.49
63-07
1 10.44
63.07
126.15
T 1 26.15
189.23 126.15
189,23
189.23
345+HC
52 1/8 X 80 13/16
.
60.90
__
71.61
60.90
�
�t 99.q3
60.90
1 06.64__
60�90
121-81
121,81
182,72 1 121,81
162,72
182,72
1. __
� I—
---.,-"
____.__ ___._______.___
-"------ " _
F-1 ,--
35+HC
,52 1/6 X 87 9/16
56.84
66.83
56.84
1 93.26
, 56.84
99 52
1 56.54
113.68
113.68
1170.52 . 113.68 -1
170.52
170.52
-
PIC
-
152 1/8 X 96 9/16
___
,52.19
__ --__-_.---
61.37
52�19
1 85.64
52,19
I
__
-
1 52.19
104 ,38
104.38
�
1 156,58 104.38
1 156,58
156,58
--36+ T91.38
-
-3,7+HC 1 _�/115147.06 _ 55.34 47,06 1 77.22 47.06 82-40 1 47.06 , 94,12.._ 94,12 1141.19 1 94.12 _L 141.19 141.19
� _ _ _ _I
NOTES' _____
A) NUMBER OF ANCHORS NVTED A�RE FOR ..�B WOOD SCREWS INTO WOOD FRAI,AINC
REQUIRED AT EACH END U51NG I I 'a" EMBECMENT. F LORIDA EXTRUDERS 2540 JEWETT LANE
9) PPESSVR ES GIVEN IN PSF AVE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE SANFORD, FLORIDA
INTERNATIONAL, INC.
THIS ULTIMX-E LOAD IS BASED ON 1.� X DESIGN PRESSURE PER 1707.4.5,4. USE THE '
I
OPENING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARTSION TO THtS CHART, TITLRDESIGN PRESSURE CAPACI TIES FIN
C) THE MULLED wiNDOW ASSLMBLY'S OVERALL DESIGN PR�$SURE RATING IS THE LOWER
OF F-ACH INDIVIDUAL WFNU','�W'S LABEL RATING. ASIM E1300 GLASS L_QAC- RESISTANC�. OR ONS - SER, 1000 & 1500
THE LOAD RATING OF THE MULLION PER THIS DRAWING. WH�N CMQ�INQ A MULUON. .
MSH I WAD
FXCFFD THE WNDOW/GLASS DESIGN -RFSSURF THFRFRY CAUF.o+_1 THE WINDOW/GLASS DRAWN BY: APPROVED BY:
DESIGN PRESSURE T6 GOVERN- -.-- __ ISCALE, FULL
- DATFK/17/04
10ou S 11 - /- I X 2 X I/e 1000 �,K
' '
JAMB (TYP.) L I ON JAME (TYK)
.
98 X 112 SELF
TAPPING SMS
I X 2 X 3/8
TUBE MULLION i
-
!a XTI/2 SELF I 1/0' MIN.
DMENT
�� ,APP4NG SMS EMBE T_
��___� I
TWO BY WOOD -_ DETAIL
\
____ \
I L_j ' 1 \ '-- SHEA1 HI NG
. SEALANT BETW
___����� CEN SEALANT KTWEEN TUBE MULLIDN INSTALLATION ANCHOR #8 WQCD
\ WINDOW FRAME WINDOW FRAME SCREW (TYP.)
�� 4 & MULLION \ & MULLION u _-EXTERNAL MULLION
9 X 1-112 srt - F - 00 X 1-1 /2 SFj F I .1 INSTALLATION �LIP
TAPPI�C, 'SMS TAPPING SMS MULLION _"11 _. 1_
SF-QTION A- LL11 SECTION A -A `� I
I X 2 11/16 X "Is I -) 1000 S,H. -) I APPLIES TO HEAD & SILL WHERE I` X 4"
1000 S,H.---, TUBE HFULILION 100Q S.11, - I X 2 7/16 X 3/8 JAMB <TYP.) � I & 2' X 4" TUBE MULLIONS ARE USED
JAMS �TYP. I � - JAMB CTYP.) TUBE MULLIUN - APPLIES TO HEAD & SILL WHERE I" X 2 -- ----
_=;:3_1 �j & I" X 2 7/16" TUBE MULLIONS ARE L35ED
__ i F__ P 08 X 1
i - __ IfS X 112 SELF I LT_ - , X Ila SELF 6 9 onmw 1w=N .- ____ TAPPING SMS INSTALLATION ANCHOR
�, . � � I, - ---' I #6 WOOD SCREW
� TAPPING SMS ilmlill TAPPING SMS � ; IPjj��ll_ B
I SE LANT BETWEEN
\__L VIA '
.14DUW FRAMIE
a. MULL I ON
\_ #8 X 1-1/2 SELF
TAPPING SMS
SECTION _A -A (3)
I- I X 4 X I /6
'
/ ]LIBE MULLION
1000 1000 S.H.
S�11 _� I 11 JAMB ( I YP-)
JAMB (I, .� � s L.1�_7_ 98 X 112 SELF -
I _��, TAPPING SMS
\___L SEALANT BETWEEN
� WINDOW FRAME
\ \ & HL�LLIOINI
- he X I - LIZ SE-F
TAPPI'4G SMS
SECTION A -A ,'-')'I
1
-1 �l ----.--
- For .It -le
(TYP)
, "
- I
g M-N.'Am
a
$A, P,qf;l,�� ���
� \'11
-
7�
��_
"Silf clip, is Mt .
*vikol�te, it i.5
- - SILL CLJP
I
7 -
7
I—.
\
occeptobf. to fise
/ ,
'
�0_\�I�LnLA
SEALANT BETWEEN
_Zi.qati.n Clip'
118 X 1-1/2
I SEL
ALANT BETWEEN TAP ING SMS
, _�, WIND13V FLA.NGES
.. .h.- in
*"70.
I 1/3' MIN.
, ___ _ _� I
____ WINDOW FRAME
& MULLION
D�toi� C.
;_
EMBEDMENT
It MULLION
SECTION A -A (7)
I
'�FFIATIWZ -/
t
-
I
- 48 X 1-112 SELF
TAPPN� SMS
I
QCT AIL Q_ __\1
__1
_�,R.�I�R
SITCTION A --A 14�
1
-
AUXILIARY P(,ATF
I(FOR ADDITI[INAL ANCHORS, WHEN REQUIRED
I (z) IJ
,
m��_,_Z��Z__
r? - 0 - 01 �
I � ,,, -,
L _ - SMS <TYR.> - \_ pidau-9 Mul-LI
\ � i 98 X Ile SELF ELEVATIC
_ ---
04"Q;�__TAP�ING SMS VIEWED FROM E INTERNATIONA - L, __ I ,- KC I .
l�� I I " 3 _� -Co, f� ,k_ &,. FLORIDA EXTRUDERS 2540 &�,TT LANF
L T-, 'n
\ , .,r CN 41- ,0 SANEORR, FLORIDA
$ ;;;; �, � ") L�', 1� 7j , �� --,---- -
- 1 I � , le. , � ,j,j,f-I,h;: SER. 1000/1500 FIN
-
49 ___ - u � 6
�� - -2 3'. _I - v
\_ 1: 5EAL�ANT i'l'_ 'E.FN (am u. - I 1563 -
WINDOW F A�"C I -
, W. _7 �w . . � SEE OTHER SIDE (SHEET 2 OF 2) FOR
& MVL4ION � . C C I T - C, ��
co, a v � I ".
---#9 X 1-112 SELF r� E _�_' j 4�1 __
TAPPING SMS >,LO , _I I I So 10 "
I " �, - _4� DRAWN BY: MSH I APPROVED BY: WA
. � -_ 1,11 --- I
SECTION A -A (6) ,:�� (-) - , ,N,q�
� i__ - �1�
.-, - DATE:6/17/04 ISCALE:NTS 1DWG.: IVMFIN I
/- A X 4 X 3/p
J_ _4 TUBE MULLILIN
1 7
lr� 1 1
1 1
i
I i
__ , - - ,--"----------- - - I—- -
�
1000 P,V./DESIGNER 1000 P W /DESIGNER TYPICAL MULLION TO CONCRETE 0 JAMB
SILL (TYP,) SILL ('T�P,) (APPLIES TO JAMB WHERE I - X 4- DETAIL
& 2" X 4" TUBE MULLIONS ARE USED) 1_1,� ,
/-- #0 X 3/4 SELF I IF ,,- .
TAPPING SMS / TAPPING SMS E O ONRY-",
" �,M�
.
BY OTHERS ,�,
I X 2 X 1/8 I X 2 X 3/8 . '_�_ INSTAL.LATION ANCHCR 3/16' DIA.
TUBE MULLION TUBE MULLION IAf'VtK SCREW ANCHOR (TYP.)
SEALANT or, WEEN �� I EXTERNAL MULLION
'
_
C , WEEN __
0 '
FLANGES
VINDO FLANGES DUE BY D_____11 -11 INSTALLATION CLIP
BY
?I MML,(ION it , "",NY LeUQKUTV140E0RS ,�v _1=_�_____1 I
SEALANT BE:7'61EEN-) U
III \- #�� X �14 SELF
\
1
VIN.DOW FLANGES \-.- 1000 S.H, TAPPING SMS
& MULLION
� __ 1000 S.M. TAPPING SMS
r- 1003 P.W./DESIGNER
�
� MULLION
HEAD <TYP�)
HEAD (TYR)
I SILL (TYP,)
SEALANT BETWEEN
W, NDOW FLANGES SEgTION A A (11)
& MULLION
SEITION A -A ,�'2)
I X
O' X EL
�
1000 P�'./,/DESIGNER
SILL (TYP,1
�
r- 1000 P_W /DESIGNER
I SILL <TYP.)
RP
I TAPPING SHS
f--;,
(r4�
IF
t
1<1
�7
\
I I �L0
71-11
'�
/
I / TAPPING SMS
�- I X 2 7/16 X 1/8
TAPPING SMS
I X ,- 7/1$ X 3/8
��
j
-
I I - .. __
L-
TUBE 14JILLION
/
TUBE MULLION
v
4
1 1/4' MIN�
E
.1
SEALANT BETWEEN
_,�
\_/_1
_ -,--
-.-
WINDOW FLANGE
_____
j
I SEALANT SETWEC
N�
�
I & MULLION
\
I
A
i
I WINDOW FLANGES
i & MULLI
11 i A
.
I i ,
L AL
,----,,
-
!
�
M1
I
toll
-
.
I
I
DETATI, B-- / / I
\
__
� \_
I A
I �
\ -
\ '--149 X 3J4 SLLV
TAPPING SMS
�_, TAPPING SM5
f \\-
(
\�
�
- 7-L
A I
- 1000 S.R
10ou S.H
\
�
HFAII (TYP.)
HEAD (TYP.)
TAPPING SMS
\ \_
SEALANT PE7vEEN SECTION A -A (3)
�
O (.1)
;
'000 S.H1 SECTION A -A _L7)
/ i
�- WINDOW FLANGES I
HEAD (TYP.)
I
/0/ i
I
\ & MULLION
I
I
. \ r- [000 P,W./DCSIGNER SEALANT 13ETWEEN
I
r-1000 PW./DESIGNER
- - ____
------- __ - ---------------------------
1
- SILL (TYP.) WINDOW FLANGES
P. MUt I ION �,
SILL (TYP.)
/
I
7
1
#8 X 3/4 SELF
/-TAPPING I
". I SELF
Wayne A. Black, P.E,
I
ELEYAIIO
II
\
SiS
X 4 X 1/8 I
TAPP[ G SMS
� I X 4 X 3,'a
,�� N
I
548 B Hwy 27
VIEWED FROM EXTERIOR
1
/-I
/ TUBE MULLION
F7
F7
TUBE MULLION
/
Clermont, FL 34711
, 11 License No. 52583
1
INTERNATIONAL, INC,
.-
I
RIDA
EXTRUDERS
__�
I
'
_______________
2540 JEWETT LANE
SANFORD. FLORIDA
\/
__
.
I
I
I
I ' - .
-
TITLE7SER� 1000/"500
FLANGE SHEET 1 OF 2
L.____ _ __ .-
____T ,
�
..
� :::- -------- I
I _'
... � �, 7� I_C�_ .
I - I.,
� C�,
I 11
I
Z!111; I, , -
,�, I _,� "! �, 0,
�' "
";
_j1 -;�_
\
\_
r
i \1
i
�, ,,,,. 5 2 I-, fj 3 - ' .
SEE OTHER SIDE (SH
. F
_118 X �14 SELL
G
I\_ TAPPING 5HS
IOGO S,H.
\_ ,
_j 'it 1w. �� .:
1 M0, �
� 1:��. r ,
I ,
.
HEAD (TYP.)
No $H
HEAD (TYP.)
,� �, �
F, t:� _ �',
. - ,
- _ " -� �' ,�
orl I .,
, . I
i DRAWN BY�MSH
__ '
__i�_
PIPP OVED BY: WAD
F
SECTION A -A (5\
I - I
SLICTION, A -A '6
___�_)
I
_
" �,_1.11, >1.0, - -
)N.--�_ �' ..
IDATE;6/17/04
ISCALE:NTS IDWG-: IHMFL�G�
- _.
SERIES 1000 & 1500 FLANGE SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES
IN PSF
...-
WINDOW
CALL
SIZE
WINDOW UNIT
TIP-TO-TiP I 'TUBE
SIZE
1
CP
1 X2X 1 /8
MULL
2 ANCHORS
_I
4=AQ
1 X2X 1/8
TUBE MULL
SECT. A-A(I)
APACITY
IX2X3/8
TUBE MULL
SECT. A-A(2)
CAP � ACITY
I X2 X3/8
TUBE MULL
4 ANC14ORS
_IECT� k- 2
�hLj
CAPACITY
IX2 7/ISXI/g
TUBE MULL
I All""
SEC ).
1, -M3
CAPACITY
1X2 7/t6XI/B
TUBE MULL
S4 INCH Re
ECT. A�, 31
CAPACITY
IX2 7/16)(3/81)(2
TUBE MULL
I A"
SECT. M)
7/16X3/8
TUBE MULL
4 ANCHORS
SE�T, A -A(4)I
1X4X1/8
TUBE MULL
I ANCHORS
SECT. A -Af5)
CAPACITY
1X4XI/5
TUBE MULL
G INC .RS
I. A�A(l
SE 5)
CAPACITY
I X03/8
TUBE MULL
I ANCHORS
SECT. A 6
-�U
CAPACITY
IX03/8
TUBE MULL
6 ANCHORS
SECT. A -A(6)
CAPACITY
2X4X3/8
TUBE MULL
6 ANCHORS
7
_,_j�wj�
_U,�T
__ ____ _
-
12+HC
_______.�Lqj.
19 1/8 X 35 9/16
839.88
11579�78
839.88
1511.80
839,88
1679.78
839.88
1679.78
1679.78
2519,66
1679,70
25t9.66
251 9.56
13+HC
19 1/& K 47 15/16
635�96
1271.93 ,635.96
11144.74
1635.96
.1 I
1271.93
635�96
1271,93
1271,93
,1907,91
1271.93
1907,91
11907�91
14+HC
19 1/8 X 60 3/16
512.73
1025,47 1512.73
922.92
512.73
1025.47
,512.73
1025.47
1025.47
11538,21
1025.47 _
1538.21
11538.21
145+HC
19- 1/3 X 65 13/16
470,84
941,68 1470,84
a4 7.51
470.84
941.68
470.84
941.68
941,613
11412.53
941.68
1412.53
11412.53
1 5+HC
9 1/8 X 72 9/16
428�8.0
857.60 1
428.80
771.84
857.60
428,80
a57.60
857.60
1 1786.40
857.60
1256.40
-------
11286.40
16+HC
�1
19 I/a X 81 9/16
383.18
766,36
_428.80
S83.18
766,36 - -
383.18
766.36 1766.36
11149.54
766.36
-1
1149-54
.11149-54
- , - __
17+HC
.
19 1/8 X 92 9/16
339.08
1678,17
i
170 "o
I
,610.35
339�08
67&I 7
339-08
678.17 1678.17
11017.26
678,17
__
1017.26
I
'101 7,26
-
IH2+HC
26 1/2 X 39 114
516.Al __
_
1032.83
. 516,41
929.54
_______
516,41
- __ -
1032.83
______
. I 516.41
- __ I
1032.83
1032,55
I
1549.24 __
1032.53
- - __
�
1549.24
� .
. I 1549.24
1H3+HC
26 1/2 X 51 5/8
407.78
815.57
407.78
734.01
407.78
1
407.78
815.57
515,57
1223.36
815.57
1223.36
1223.36
IH4+HC
26 1/2 X 63 7/8
335.12
670,25
335.12
603,22--
335.12
670.25
1
335.12
67.0.25 ----670.25
-1-
1005'..38 -,-
670.25 __
1005.38 .. -
li-0-05,36
1H45+HC
6 1 2 X 69 I Z2
309.78
619.56
309-78
557.60
309,78
619.56
309.78
619.56
619,56
929.34
1619.56 ____
929.34
__.__...__
929.34
IH5+HC
26 1/2 X 76 1/4
284,00
-
568.01
___
284.00
__
511.21
I � - ___
284�00
56&0I
284.00
568,01
568.01
852.01
I
1568.01 -
852.01"--
852,01 .
- -
1Hb+HC
, _____,___,__
26 1/2 X 82 114
- -
255.64
511.28
1255-64
460.1 6
25,5.64
51 1.28
255.64
511�28 1511,25
766,93
15 11,28
766.93
766.93
IH7+HC -26
1/2 X 97 1/4
,
225.60
451,2,1
1225.60
406,09
225.60
451.21
225.60
451.21
451.211
676,81
�451,21
67 6.81
676,81
22+HC
I 37 X 44 1/2
:
273.64
346.70
�____
273.64
478.99
.
273.64
521.39
273.64
� _._.______11____
547.29
547.29
820�94
___
547-29 ___
-
820.94
--,-
820.94
.1
23+HC
37 X 56 7/6
253,51
__
321-20
-
253.51
__
1443.75
- "
253.51
483.03
253.51 ___
507.02
I I I
507.02
�
760.54
507-02 -
-,
760.54
760,54
24+HC
37 X 69 1/8
212.98
,--.--.--
269.85
____ __
212.98
__ __
372.81
__.______
212.98
- � -
405.81
: 212-98
425,97
425.97
635.95
1425�97
___
638,95
638,95
245+HC
37 X 74 3/4
__,___
198,41
251.39
198,41
347.31
__
198.41
� -
378.05
�
198,41
396.83
396�83 __
595.25
�
1396.83
I ___
595.25
� --.--- -
595.25
25+HC
37 X 81 1/2
183,37
232.32
1815,37
_
320.97 .. .... -
1291.49
183,37
. - ,
166.53
-
1349.38
1 183.37
366,74
366�74 _
550.11 ____ __
I
366,74 __
-
550.11
- -
550,11
-.,.- __ __ ____
499.59
26+HC
37 X 90 1/2
1166,53
210.99
-, -
166.53
1317.30
166.53
_ _
,333.06
333.06 __
499.59
- .,-
---.
499.59
27+HC
37 X 102 1/2
148.36
-
187.97
-
148.36, ....
-1-2
259.69
I __ .
--- "
148.36
- . _ -
1282,68
I
148.36
296,72
296.72
i..�33.0�._
445,09
7==n==7=7_
296,72
445.09
445.09
__
32+HC
. I
33+HC
5s z/a x 51 9/16
55 1/8 X 63 15/16
8a.34 7��8�3_T
78.25
- -
[78.2!�
2_._0_1,
108.11
111 -
. .....
108�1 1
132.85 -.,-."
117,68
[132.85
117.68
148.14
131.02
189.45
1167.82
296.28
262.04
444.42
393.06
296.28
262,04
I
444.42 1444-42
-
393�06
__
393.06 I
34+HC
53 1/8 X 76 3/16
___T_
74,77
74,77
103.30
___,_ __
1 103,30
112�44
___
t 12�44
___ -
125.12
-
160.35
250.25
375.37
250.25
375.37
-
375-37
-----.---
345+HC
53 1/8 A 81 13/16.72.20
---I',----
99.75
__________.____
99.75
108.58
___
108.58
154.83
241.55
362.32
241.55
-
362.32
362.32
35+HC
53 1/8 X 88 9/161
�Z,�8
-.7.2.20
�
101.33
101.33
-120.77
112.62
144,49
225.25
337.88
225.25
337.88
337.88
.36+HC
53 1/8 X 97 9/16161.87
_.___,67.38,__
61.87
85�A8
185.48
__
93.04
93.04
I
I 1103,33
132,65--
206.67
31 0�00
206.67
31 O�00 1310.00
37+HC
5S 1/8 X 109 9/16155.79
55.79-
-
77.07--
- , -
77.07
____
83.90
-,-
�83.90
193.09.
119,64
-
186.18
279.28
-
186�18
-
, ="-,--
279.28 1
Z79.28
.
NOTES, .
*
A) 4UMSER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS ;NTO MASONRY REGUIRED
AT EACH END USING 1 1/4" EMBEDMENT-
8) PRESSURES GIVEN' IN PSF ARE FOR 2/3 OF ULTIMATE WLUON DESIGN LOAD WHERE
THIS ULTIMATE LOAD IS 8ASEO I%N 1.5 Y DESIGN PRESSURE PER 1707A�5* USE THE
OPENING's DESIGN PRESSURE WJ1140UI INCREASE FOR COMPAP�SION TO THIS CHART.
C) THE MULLED WINDOW A55EMBLY'5 OVERALL DCSIGN PhFS5VRE RATING IS THE LOWER
OF EACH INDIVIDUAL WINDOW'S LABEL RATING, ASTM E1300 CLASS LOAD RESISTANCE OR
,
THE LOAD RATING Of THE MULLION PER THIS DRAWING, WHEN CHOSING A MULLION.
EXCEED THE W"40OW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS
DE5fQN PRESSURE TO GOVERN�
I
-.1
INTERNATIONAL, INC.
FLORIDA EXTRUDERS 2640 JEWETT LANE
____ __ SANFORD, FLORIDA
IONS - SER, 1000 & 1500
DRAWN By� JBH � APPROVED BY� WAD
_____ ____ __
IDATE:6/ 1 7/04 1 SCALE: F I JL 1. JDWG�; I HM� �C, F1 C.T_ 21
-1-
SERIES 1000 & 1500 FIN VERTICAL DESIGN
PRESSURE CAPACITIES IN PSF
_
WINDOW
CALL
SIZE
.
WINDOW
TIP -TO -TIP
SIZE
-
CAPACITY
IX2XI/5
TUBE MULL
7 ANCHOR5
SECT, A-A(I)
CAPACITY
IX2XI/8
TUBE MULL
4 ANCHORS 1
A-A(I) iSECT,
41�_A&Pff
_T -
I X2X3/8
TUBE MULL
2 AN
A-A(2)
- -
C4��I�ITY '
IX2X3/8
TU8E MULL
SECT, A-A(2)
�tXPACITY
IX2 7/t6XI/8
TUBE MULL
N
SECT. A-A(3)-
CAPACITY
11X
TUBE MULL
6X3/61)(2
TUBE MULL
O
SECT, A-A(4)
Y -C
7/16X3/8
TUBE MULL
4 ANCHORS
SECT. A-A(4) _jECT.
. ____FCAPACTtY
1 MX(rl/ly
11
TUBE MULL
4 ANCHORS
A-A(�)
S I
_'
1 X 4X1/8
TUBE MULL
6 ANCHORS
SECT, A-A(5)
CAPACIT
I X4X3/8
TUBE MULL
SECT. A-A(6)
A c I T-y-
I X4X3/8
TV6E G�,%�
AN
SECT� A-A(6)
-cAP-A'MT-
2X4X3/8
TUBE MULL
SECT. A-A(7)
---
12
-
18 1/8 X
.�ECT�
-
403.67
I
201.83
403.67
-
20 1. a3
_���
403,67 i201�83
- - __
403.67
- __ -
-q-
403,67
605.50
403.67
605.50 __�
.
1 1.605.50
-7-7-Ti-�
13
____
3
/8 X 37 /
125.78
251.57
125,78
251. 57 11255.78
._
251.57 1125.78
251.57
251.57
__
377,36
251.57
377.36
1377.36
i -
14 �18
1/8 X 49 5/8
-
91.61
T29�63
91.61
178.41
91.61
183.23 191.61
183.23
183.23 -
274.84
1 a�3,23
274,814
i 274,84
__
145
__ I
F181/8 X 55 1/4
81.45
92,98
8 1.45
127.97
81.45
136.55 1
81.45
.--.
162.91
____
162,91
244.36
162.91
244,36
__
1244.366
15 1
18 1/8 X 62 __
65-16
-
65,16
71.88
89.68
7 1,88
95.70 17
1.88
135.52
143,77
215.66
143.77
215 66
1215.66 _
16 1
4; 8 1/8 X 71
. _
42.96
__
I 42.96
59.i 3
59.13
62.15 -
63-09
1
i 62.15 _
89,35
124.30
186.46
124,30
186.46
186�46 ,_
17
11/8 X 83
26.63
26.63
36.65
i 39.1 1
39� I 1
52�64
55.38
105.29
128.92
105.29
157.94
157.94
__18
1H2
2.5 1/2 X 25
157.66
315.32
'35�65
157.66
.
315.32
157.66
315,32
157.66
315.32
315.32 .-
472.98
1______,_,_
315,32
472.98
472.98 -
1H3
25 1/2 X 37 3/8
94.72
189,44
94-72
189.44
94.72
-
189.44
94.72
189.44
189.44
284,17
1$9.44
284.17
284.17
IH4
I25 1/2 X 49 5/8
67.89
96.07
67.89
___
,---
67,89 -
135.79 -
67,89
135.79
1 3 5.79 _ __
203.68
135.79
203.68� -1
203,68
1H4A5
25 1/2 X 55 114
-
50.08
68.58
60.08
1132.22
94.39
,60.08
1 OQ,72
60,08--
-
120.16
120.16
180,24
120.16
180,24
180.24
- IHS
25 1/2 X 62
. 4 , 7.85
147.85
52.79 __
65.86--
52.79
70.28 -
52,79
199.52
105.58
158.37
105.58
158.37
158.37
IH6
31.40
31.40
43.22
143,22
45.43
46.1 2
45.43
1 65-32
90.87 -1
1_36�31 1
90.87
136.31
136.31
IH7
1
. -
19.38
,
19.38
I I _.____
26,67
126.67
____
28.46
_
.28,46
-
38.32
-
40.31 -
-
76-54-
93.54
76,64
I
114,96 114,96
.
22
t
130
260
-
130
__
260
-
1 30
260
1 30
260
260
390
1260
--1390
I
- -
1 .
1390 __
23
-
____
73.30
-
146.60
__
73.30
__-_
1 46,6Q
__ - __
73,30
------,
1146,60 -
-
_�3_30
146.60 _
146.60
___
��! 9 91
, I 11
-
I
1 146.60
I I I
219.91
I 1219.91
24
51.20
72,44
51.20
99�71
51.20
1102,40
51,20
102,40
102.40 _.
153160---- ."..
-, ,
l-1-02.40
153.60
1 153.60 .
___._
245
-
36 X 55 1/4
_____._ -
44.97
_-,
51.33
44.97
70.65
44,97
175.39
144.97 _
89.94
--,--
89,94 ___
134.91
I89.94
____
134.91
- ___
1
34.91
- I--,--.----
25
___
35.57
-
-
35.57
-.-
39.24
___
48.96 .- .11
39.24
I-.. 11
I
52.24
1_._11_.______
.
39,24 __
73,98
78,49
-
__
117� 3
-
78.49
117,73
117.73
26 ]
23.19
14.21
23,19
14.21 _
31,91 -
19,56
31,91 -
19,56
33,54 -,
20,88 ___,_=__________,__
34,05
20.88
33,54
29,56
48,22 __
29.56
- ___ __ - �
67,09 _
56.21
- .-, , ____
100.64
_____,.________
68-83
67.D9
56,21
100,64
84.32
- -
100,64 --I
84.32
_____ . ........ _.
____ - .- __
32
______
52 1/8 X 25
114.92
229.84
114. 2
114.92
229.84 __
114.92
229,84
229.84
344.77
229.84
344.77
344.77
-
33
52 1/8 X 37 3/8
59-01
118.02
-
59.01
-
118,02
__
59,01
-
118.02
59.01
118.02
118,02 I
177.03 __
.
118.02
- �-
177,03
177.03
34
52 1/8 X 49 5/8
39.25
55.54
39.25
76.45
39,25
78.51
39.25 ___
78,51 ___
78.51 - __
117.76
_____
78.51
-
iII7.76
-----,--
117,76
__
345
52 1/8 X 55 1/4
I
34.02
38.84
34,02
53.45
34.02
57.04
1
34,02
68.05
68,05
102.07
68.05
102.07 1102,07
35
� 52 1/8 X 62
,26.59
,
.26.59
-
129.33
-
36,60
___
29-33 ___
39.05
29,33
.55.30 .58.57
88.00
158.67
1.
.88.00 1
88,00
36
1 .52 1/8 X 71
j 17,13
117.13
� .
123.57
I 23.57
24.78
25,15
24.78
149.56
174,34 i
49.56 _�4.3
4 174.34
_
-
37 j
52 1/8 X 83 -
_�_
L,�8
419
15.25
___j,
1 5.2 5
__ _____j2O
I
d'��.62
53
1
2 ,59 1
-
41, 6
06
150.27
141�06
1.�q 1
6 I �59
.T _1_19.�8 __JL ___114.29
,
NOTES;
A) NUMBER OF ANCHORS NOTED ARE FOR #8 WOOD SCREW$ iNTQ WOOD FRAMING
REQUIRED AT EACH. PAO USING 1 1/8' EMBEDMENT.
D) PRESSURES GWEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE
THIS ULTIMATE LOAD IS BASED ON 14 X DESIGN PRESSURE PER 1707.4.5.4. USE THE
OPENING-5 DESIGN PRESSURE WITHOUT INCREASE FOR COMPWSION TO THIS CHART. I I
C) THE MULLED WINDOW ASUMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER
OF EACHi INDIVIDUAL WINDOW'S LAWL RATING, ASTM E1300 GLASS LOAD RESISTANCE CIR
THE LOAD RATING OF THE mVULION PER THIS DRAWING, WHEN CHOSING A MULLION,
F'X('.FFr., THF WINDOW/GlAss DF'UCN PRESS(IRF THFRFRY CAUSING THF WINDOW/GIA5�5
I DESIGN PRESSURE TO GOVERN.
INTERNATIONAL, INC,
FLORIDA EXTRUDERS 2540JEWETT LANE
SANFORD, FLORI A
TITLE: DE S I GN PRESSURE CAPACITIES FIN
EI S -- SER. 1000 & 1500
-DRAWN BY: J BH I APPROVED BY: WAB I
-1
=G / I 7/0TT5(,ALE- FEE [DWGr: 1 VMF' 1 N PC, 21
f-1000 P-W./DESIGNER
I SILL (TYP.)
i SL
� it TAPPING SMS
I I
! I - I X 2 X i/8
i � / TUBE MULLION
I I i
, SEALANT BETWEEN
WINIDDW FLANGES-
& MULLION
. �
, ,
SFALANTBETWCEN� i \
WINDOW Ff AWFS
& MULLION T \ - 1000 S,H. TAPPING SMS
HEAD ITYP.)
SEALANT BETWEEN
INDOW FLANGES SECTION A -A (I
& MVI-1.4UN
r_ 1000 P.W./fIESIGNER
� W I SILL (TYP.)
\ I
\I/ TAPPING SMS I X 2 7/16 X 1/8
.j� TUBE MULLION
F-v� //,
v
SEALANT BETWEEN
\� � WINDOW FLANGES-
k III __ 9 MULLION
- 1000 P ' V '/DESIGNEIR
SILL (TYP.)
i B SELF
�TAPPING SMS
�7111 I X 2 X 3/8
t III IT TUBE MULLION
'-"S X 3/4 SEI F
\__ 1000 S H, TAPPING SMS�
HEAD <TYP.)
5�,7�TfON A -A 12)
F1000 P.W./DESIGNER
SILL (TYP.'
/- TAPPING SIMS I X E, 7/16 X 3/8
T TUBE MULLION
�T �1111 I SEALANT BETWEEN
� - I
If ! f & KULLICN
.
TYPiCAT MULLION TO CONCRETE 0 JAMB
(APPLI�S TO JAMB WHERE I" X 4" I -
& 2" X 4" TUBE MULLIONS ARE USED) I�Q
CE
O 'I-,
,
411111110M
u------
BUCK BY UTHERS
I __1 , 1�1
-------I------
DETAIL
INSTALLATION A,NCHDR�H��6'c�16(TyDff,.A� I
TAPPER SCRE \., AN
- EXTERNAL MULLION
INSTALLATION CLIP I
1000 P.W_/DES[6NER
SILL ayP,5 ...Ill.11l
I
I
I
/-TAPING SMS I
I , I
f / TUBE MUL-1- 1_1_,�\__j
__ -1 I . I J L 1 1/4' MIN,
r__ I I
. EMBE DMENT
MUL 1, 10.14
�
.1 A 11
.
!IL=
-
I— -
I I z=_j_j
I
L---,LL=J!
11 "I
/ / / 1'__,� 1\\
D�.TAU_z� ////
� I '/�r A\ �
[
\ _ 09 X �/4 SELF'
\-1000 S,H. TAPPING SMS
I
I \_
\_ 1000 S.H. TAPPING SMS
I I
, i; \
��
\ 2
11
\
I
�
i-7-----____-__
I A
I - I
HEAD (TYP.)
HEAD (TYP,',
I , TAPPING SMS
\\,-
SEALANT BETWEEN- SECTION A -A ,Q)
-
SEQTION A-A, (4)
1000 SA, SECTION A -A 7)
-L
1 /// /
I
I
WINDOW FLANGES
. �_"
HEAD (TYR)
I
I
i , / /
XX
8- MULLION
�
�
f- 1000 P.W./I)CSIGNER SEALANT 13ETWEEN
I- 1000 P.W./DESIGNER
.
i
� __j
i$11-1. (TYP.) WINDOW FLANGES -I
SILL (TYP.)
I
I
-#8 X �3/4 SELF & MULLION
�
III
"' ,
Wayne A. Eicck, P-E.
I
I
ELEVATIO
\
TAPPING SMS I
I X 4 X 1/8
L_ TUBE MULLION I
I ,
�4F_ -
/ -
TAPPI NO SMS
/-I X 4 X 3/8
�[____11_ , TUBE MULL70N
548 EI Hwy 27
Clermont, FL 34711
�
1
VIEWED FROM EXTERIOR
11
r_____Li_q
qP
I /
1,I
FL L;cerisc No. 5255'
I
.
INTERNATIONA�, INC,
\
.�
- __-, __
- - -
FLORIDA
EXTRUDERS
L
-
�,
I
;
---
. ____ SANFORD, FLORIDA
,�
\"
( :,
i �
I
TITLE7 SER 1000/1500 FLANGE SHEET I OF F
..%-- ___
,I
-,-- j
I .
I �,�, i'�
I C, .,
, , I
i � . I -
, i�
i�
�� ;,i� ,C�� " -�
,I I I
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____3
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I L
�
-
-
-.-
z
OR
(
\_ ,
\__ TAPPING SMS
\_
\_ TAPP[NG SMS
� '%0 L21-33 .
11 I . w.,_ ,
- � .
ti aw �'
.
WOO SM.
1000 S.H,
I � I ,_ .
,
09 - � �, ,
_
I
HEAD (TYP.)
HEAD (TYP.)
- .
I �: , �ID �,�,7
DRAWN E1Y;MSH
I APPROVED BY: WAD
SECTION A -A ��)
SECTION Lz.�
I
.- ��, "I 1. ,.
. -'INAL "'. .
I
IDATE:6/1 7/04
- -
1 SCALE: N T S IDWG. I HMFL,G =j
�
SERIES 1000 & 1500 FLANGE VERTICAL
DESIGN PRE55URE CAPACITIES IN P5F
WINDOW
CALL
SIZE
t
_.
WINDOW
TIP -TO -TIP
SIZE
CAPACITY
TUBE MULL
2 ANCHORS
SECT. A -Ail).
CAPACITY
TUBE MULL
4 ANCHORS
SECT, A-A(t)
CAPACITY
TUBE MULL
2 ANCHORS
SECT. A-A(2)
CAPACITY
1 X2X3/8
TUBE MULL
4 ANCHORS
SECT. A-A(2)
CAP�AWCITY
IX2 7/16XI/B
TUBE MULL
SECT, A-A(3),.
CAPACITY
IX2 7/16XI/B
TUBE MULL
4 ANCHORS
SECT. A-A(3)
CA ACI Y
iX2 7/160/81X2
TUBE MULL
SECT. A-A�4)
CAPACITY
7/16XS/$
TUBE MULL
A ANCHORS
:SECT. A-A(4)
CAPACITY I
IX4XI/8
TUBE MULL
A ANCHORS
SECT. A-A(5) I
CAPACITY
1X4XI/8
TUBE MULL
6 ANCHORS
SECT, A-A(5)
� .... -
CAPACITY
I
TUBE MULL
4 ANCHORS
SECT. A-A(6)
I CAPACITY
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SECt A 6
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TUBE MULL
6 ANCHORS
A -A(7)
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12
19 1/8 X 26
336,52
732.42
336.52
692.83
336.52
732,42
.
336.52
_.
732.42
791.81
1187-72 'T
9�81
-
11187,72
1187.72
- _
13
19 1/8 X 38 3/8
209,72 __ �317.156
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-
209.72 1
429.55 I
209.72
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456.46 I
209.72
_____
456.46
- .
493.47 ___
740-20
493.47 _1740-20
740.20 -
14
/8
1,31,23
1 31,23
. 152,75
177.46 1152.75
1153.92
152.75
271.83 1359.41
539.1
1319.55
539,12
1539,12
145
19 1/8 X 56 1/4
94.13
94.13
1-1
127.29 1.
127.29 1135.81
1139.09
135,81
194.97 1319.55
460�17
479.33 ..1479.33
15
19 I/B X 63
65.97
65.97
89�21
89.21 :::f
97,48
97.48
i
119.85 __
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282.02
423.03
282.02
1
423.03
1
14Z3,03
16
19 1/8 X 72
43.49
411.49
58.8 1
58.81
64.27
164.27
90,09
190.09 1212.62
212.62
1296.98
296.98
1.365.75 _
17 1
19 1/8 X 84
26.96
26.96
136.45
36-45
39.83
I
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55,84
55.84
I 1 31 �79
131-79
I 1 84.08
184,Oa
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262,87
572.13
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541.20
262,87
572.13
262.87
57 2.i 3
i 618.52
927.78
615.52
927.78
-
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1 H.3
26 1/2 X 38 3/8
157.93
239.21
157.93
323.48
157.93
343-74
157.93
343.74
1371.61
557,41
371.61
557.41
557.41
1H4
26 1/2 X 50 5/8
97.25
97.25
113,20
131.51
113.20
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143.71
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266�35
399,53
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399.53
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69.43
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93.8�0
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1,00.17
102.59
100.17
1 43�81
235.70
1339,42
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353,55
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48.44
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100.34
1207.10
236.83
207.10
310,65
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42�99
42.99
46.98
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65.86
65.86
155.44
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217.11
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19.62
19.62
26.53
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28.99
28.99
40.64
140.64
95,93
95,93
133.99
133.99
214.02
22
216.75
471.75
216.75
471.75
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216.75
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510
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510
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23
37 X 38 3/8
122.22
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250.32
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266.00
1 122.22
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287.57
431.36
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85�36
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. ______L _I 1.0.51 _ , - I -.---.. --,..--. 11 _ _. ____ _-. I _, _ __
NOTES:
A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS INTO MASONRY REQUIRED
AT EACH ENO USING 1 1/4- EMBEDMENT,
B) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE
TNIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4.5.A. USE THE
OPENING's DE54GN PReMPE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. .�
C) THE MULLED WINDOW ASSEMBLrS OVERALL DESIGN PRESSURE RATING IS THE LOWER
OF EACH INDIVIDUAL WINDOW'S LABEL RATING, ASTM E1300 GLASS LOAD RESISTANCE OR
THE LOAD RATING OF THE MULLION PER THIS MWINC. WHEN CHOStNG A MULLION,
EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS
OESICM PRESSURE TO GOVERN.
.
84.77 84�77 97,21 ____ 1 jj,�.41 145.$2
1
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INTERNATIONAL. INC,
FLORIDA EXTRUDERS 2540 JEWETT LANE
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Apollo Beach, Florida 33572
Phone: 813.645.0166
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www.danscoenginee6ng.com
CA 25948
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NOTES,
(1) THIS PRODUCT IS DESIGNED TO COMPLY WITH THE IOD4 RONDA BURMING CODIE - - ------- -
W WINVOWAND VENT MATERIAL 6HAU BE "5114b ALUMINUM 'I
(3) SHIUAS RECIT AT EACH SET OF INSTALLAMN ANCMORS USING LOAQ B� SHIMS MAX 17'
. 1[ALW^&Lrz sHiss, sTAcKTo w-IA1. USE "us AmRE SPACE GREATeR r-ON viv is PRESENT. .
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OF I W INTO CONCRETE OR MASONRY FDA I A WOW 0 WK 4--1 - 1-4-11
ACM13F DIA.CONCRM SGREM� Y"M67 FROM EACHCORNER, 20' C -4
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(7) ANA"040 MEMORAMOR MATERIAL SMALL BE PLACED OFTVA�QN ALL DISSIMILAR METALSTO
OOWMOL GALVANIC CORROSION.
(8)IFIEKAMNINDONSIZE tONOTILISYED IN ANCHOPCH&RT, USE THE NEXT SIM LAWRWNDDNrOR
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UM0R_EjgVATK)1N
MILLWIM SUNCOAST DESIGNERS, INC.
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MAX SPACING ACROSS WAD OR SiLL IS 12�.
MAX SPACIMIR ACROSS ANSE IS 1'2'�
(4)
19625 DENTON AVE.
lHUDSON, FL 34667
17T.111- SERIES 13008 ALUMINUM PICTURE NNOW,
GENERAL NOTE$ F-*OR INSTALLATION
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SPACE
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i NOTES,
. (1) TM FROMMS DESIONIED YO COMPLY WITH TH� 20% FLORIDA RUILbINA C:CM
RWINULAMMO VEI0 MATERIAL ORA" BE 5OW-TII Al.WWJM,
SHIMASREO'DATEACHSETOF ttJSYALLATt'�NAXCKX�SIJS4NGi-CADBr��IRG"WOM.W,x
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NOV WITH LATEX CAULK APPUOAT)O' .4 OF LATEX CAULX VU*IT OOMKY WITH
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---WA-11fe-1306ii UNNI M-SiGNMONDYV
INSTALLATION INSTRUCTIONS FORMASONRY
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NOTES:
(1) THM PRODUCT IS DESIGNED TO COMPLY VWTH THE 2004 FLORIDA BUILDING COM
SECTIONSlOW.17MAND2406
MTMPfMUCrROOW"WOWRNGMMSMMMLPR=kCTIONASMKRIKO
IN *WrION 1005,11.4 OF THE FLORIDA NUK."G, 90EW4 WHIEN USEID IN WINDBORNEMORIS
REGIONS.
(3) IIIIINDOW MATURVIL � SOS3-TS AUJIMMUNAL
USING LOAD SMR*JG
t�����t=I :owl"
WHERE SPACE
THAN U19"IS PRESENT
(5) 1W CIA. CONCRETE SCREW ANC14ORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVS A
MIN, eMOEOMENT OF I Ifill INTO CONCRETE Oft MASONRY FOR I X WOOD, SUCK OR A UK
EMSEOMENTOF1 IM INTO SOUDWCOO FOR 2 X SUCK OR WOOD FRAMED OPENINGS
(GREATSit THAN 1 3W THICA).
M-UIACTMAPPUMHOMSINWAMMUMM.0-rM$*.--.CV.Ofl�M
SC
REWANCMORil SHOULDSE FILLED V11FTHOOSGROISOF GUFFIC"T LENGTH TO
ACHIEVE A MIN. SFAMMKlr OF SW INTO WOW 8=K
R= INVEXCAULKOREtARVAIAMPOR PERIMETER SEAL AROUND EXTERIOR OF
LISTED IN ANCHOR CHART. USETHE NEXT SIZE LARGER
I'M" WIF 1W1`W===,
P)GLAMTKMEWVAYVAFtY PERAST101"WIDGLASISCHAIIFFREQUIREMENTIt. SINGLE
QLAZEDSHOlIft INGULATEDG.I.ASS ALSO QUALIFIED
CIO) JWB ISILL CORNERS AND ALLARCHORS TO BE SEALED WFFH SMALLJOENT BEAM
g�1,%,IsIll'ALLATION ANCH11" MUST 06 MADE OF A CORROSION RESISTANT' MATERIAL
YNG
.
9===$TEOON ANCHOR CPARTARE $HMMON THIS
14 SECTION AA A 8,8 APPLYTO ALL CONFIGURATIONS.
1aTHESE DESIGN PRESSURES AND INSTALLATION INSTRUCTIONS ALLOW THE USE OF
ANNEALEDGLA"
NOTES ON COMPARATM ANALYSIS & ANCHOR CALCULAIWA.
(I)CALCULAM"DMVEDFROMISMOUNfr,TWr"PM#CnAi3Z5Vk41
V4- On1m) ANNEALED GLASS
&nA8==1"FW0474:V"I,
W x W, USING fW (*" ANNFAM QLAIM
0) NSMATAM DESIGN LOAM SAM ON COMPAAATM ANALYSIS Q*O 6 GLASS CHART
FROM AM EA30) AND THE FLOMDA SUAUW CODE.
(4) POWM DESIGN LOADS; BASIRD ORCOMPASATIVIE ANALYSIS (0111) SAMIX WATM
TEST PIRSSISUIM
E
(5) THE QUANTITY OF ANCHORS ARE FOR SA0i 6101!� NOT TOTAL QUANTITY
;MAX, SPACING AT HEAD DR SU CORNER 18 4r.
MAX. SPACING AT 4AUBCORMER IS 6'
MAX SWING ACROSS RSIU) OR SILL IS 20'
(9) MAX SPACING ACROSS MUSS 18 2r�
SUNCOAST DESIGNERS, INC.
9625 DENTON AVE,
HUDSON, FIL 34667
iRa SERIES; I 300S ALUMINUM PICTURE WNDOW
*
GEI� NOTES FOR INSTALLATION
INSTRUCTIONS (lAr ANW-AJ.ED OLAW
'a
�#
EMIGIIIENA;
/,-/-'/OV-
DISCIPIM
R.T.S. n NDSDI�ow -
mail
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r A r I OF 12
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20DI I -fz-2W5--1
PWARS05YUCELLEVIEWSM"O *?UMQUVDODDK�SQVhat,k�FL.3,kMAPHt4t-300
� I . �
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PICT11011
(1) THIS PRODUCT 18 DESKIAISOTO COMPLY WIN THE- 2004 FLORIDARLAIUDINGICODE,
SECTIONS low im AND 24".
(2) THIS PRODUCT REQUIRES VADOOME DEBRIS EXTM4& PNOTECTON AS DESCRIVED
IN SECTION MILIA OF THE FLORICK BUILDING COM YWER USED INWINIDIBORNIE MGM
is
rALL FACTORY APPLIED HOLES IN FRAME MOMMERS NOT DESIGNATED FOR CONCRETE
CREW ANCHORS SHOULD BE F&LIED WITH A SORIEWS OF 41000ENT LENGTH 70
ACMWM A UK 4MVIO)MENT OF 4W INTO MOD, BUCK
LATEX CAULK OR IRWYALERrIFOR POtPAEM SEAL AROUND EXTERIOR OF
=
M WEXACT WINDOWStM IS NOT USTMO IN ANCHOR CHART, USE THE NEXT SIM LARGER
IMINDOWFORANCHORQUANTITY
(0) QLAW T"QKNESS MAY VARY PER ASIM 6,1M GLASS CHART REQUIREMENTS, SINGLE
GLAZED SHOWN. INISULATIED GLASS ALSO QUAILIFIGII.
00� JAMIR I SU CORNERS AM AM ANICHORS TO ME SEALW AN" SMALL JOINT SEAM
(II)ALL UNSTALLATIONANIGHOMMUST t% KNM OF AVORROSION RESUSTANT MATM&
OR COATING
'
(12) NOT ALL 0ONFIGLOW"ONS LISTED ON ANCHOR CHkRT AFM SWIAAN ON THIS
PRAWNQ. HOWEVER, RMALLATION, SECTION A -A & " APPLYTO ALL OONFIGUICIATIONIL
(13) 7HES15 DESIGN PWA$URSS AND INSTALLATION INSTRUCTIONS ALLOWIMIE I= OF
IA'ANNEALED GLASS.
NOTES ON COMAPATTV6 ANALYSIS 0 AMMON GAL="TKNO
2 CALCULATIONSOrRIVEDPROMISS, UNIT, TEST F49-ORT NCTLA 132%-,s-o
TESTED UNIT MS"W, Trx Tr, USING1W Wo" ANN64UD 01LINU
AROA DOwNtIZED TESTED UNIT wAs aw, w x 3r, USING iv Wnu� Aw"ItALED oLAn,
SAWD ON OOMPARATNE ANALYSIS (Inf) & GLASS CHAIII T
AM3A2M?1M.Q.NL=FLOAIDA OULD903 CODE.
(4) POSITIVE DESIGN LOADS DAM ON COMPARATIVE ANALYSIS (POO APAX MTER
TEST PRESSURE
(a) THE QUANTITY OF Apfo"GnARE mn EAc" am NOT-ToTAL quwTry
1 MAX SPACING AT HEAD OR BILL OORINER 93 Ir.
MAX SPACO4 AT,KM CO RRatt I$ Ir
MhK SPACING ACROSS WAD OR IML 16 29r.
VM� SPACING ACROSS JANIIIII 13 29*,
9826 DENTON AVE.
HUDSON, FL 34867
1
ME
SERIES 13008 ALUMINUM PICTURE WNDOW
GENERAL NOTES FOR INSTALLATION
INSTRUCTIONS (1[4- ANNEALED GLASS)
1*04 WNW-WA-i rARX-A.- S*MmrtH ON, iwlAw
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, AM 24M
�THIS PRODUCT REGUIRES WIDSCANE OEM$ EXTERNAL PRO71RCTION AS CIE SCRIBED
SECTION ISM. I A OF THE PWRICA, nojamim COM WHEN USED IN WINDSoRM DESMS
RWONS,
lj'Vj:�MATEE I: a Au :3,V,
VVHISRE SPACE ORISAM
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(4) 1W W, OMM-M SCRIEWANGHOR6 MUST 06 OF SUPFICIUNT LENGTH TO ACHIEVE A
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SCREWANCHORS SHOULD OF FILLED WITH#S SCREWS OF SUFFICIENT LEINGTH70
(M ALL FACTOW APPLIED HOLES IN FRAME INRMMAS NOT DESPONATED MR CONCRETE
Ag"EVE A MIK EMBEDMENT OF "- ONTO WOOD SUOK
LAT" CAULK OR EQUIVALENT FOR PERIMETM SEAL ARWINO WMMR OF
=
(4) W EXACT 1AANDOW SIZE In NOT LISTED IN ANCHOR CHART, USE THE NO(r SIZE LARGER
WIUVOW FOR ANCHOR QUANTITY.
a.e11100 6 .FIT REOUIREMEN-M SINGLE
===M-!rTytr<RV=An r. ,W.�AIBS CHIA
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SEALANIT�
01) ALL INWIAQLAMN ANCHOMMIST RE MAPE QFA CORROSION ReSISTANTMATERIAL
ORCOATONO�
(V4 NOT ALL CONFIOUPAMN$ LOTED ON ANCHOR CHART ARE 04OWN ON THIS
DRAWING. HOWEVER, INSTAILLATION SECTION A,A & Ra APPLY TO ALL COMPOUMVIONS
lZTHESS DESIGN PARawplas AND INSTAUATION 04917UJCTIONO ALLOW THIE USE OF
ANNEALED GLASS.
NOM ON COMPARATME ANALYSIS A ANCHOR CALICIJILA710M.
2 V CALCULAT11ONS DILIVVED FROM TIEW UWT.TtESTREPMT#GTLA1Mw-i
7ESTEDUNrFWAS'V,'12'X7,r,V$R4iWPm)AWRALLIDGLASS
AND A 00AMIZED TESTED UNIT WAS'O', 54"x W. UMG jjo� pno) ARREALED GLAss
MNEGATIVE DESIGN LOADS WAW ON COMPARATIVE ANALYSIS [Pst) & GLASS CHART
OM ASTM V-1 X* AND THE PLORIOA BUILEIING COM
LOADS SASSO ON COWARATP/E ANKLYSIS (05" 6MAY, WATER
(4) ny
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is) THE QUANTITY OF ANCHORS AM FOR EACH OFOS, NOT TOTAL OUANTITY.
rMIM SPACING AT HEAD ORISILL CORNER IS (r.
� MAK ISPA"a AT JAw comeg is ar
(6) MAX SPACING ACROM MEAD OR SILL IS20'.
(4) MAX SPACING ACROft JAMSS 18 Ur,
SUNCOAST DESIGNM, INC.
VERTICAL MULLION DESIGN LOAD CAPACITIES
FOR EXM10W ALUMNUMTUiIE MULLION (IL125 WSW WHME USED
APMXMA*fE SIZE OFTIVRE TYMMVLLIOP(, 11"w1l'DEUx Ll"WALLS
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NOTKS-
1. This chart applies ONLY to SuatoW Dealgans, Inc.'saIlieschusen taboamMm whom stand bdwm two abnbbm whodaws,
2. RtW window whfth *W heightle burkm
1 windowwN6 asolowwo oa,X askofftrt arefurs wq* whudw 0" NOT the averawbilow asombilywidlik,
C Chort Is W %Wkd tot" window wallist IN a swille epenio* design Is" capatemes Appil, go any souniscrerwhoicro,
units of skes A&W on chatrij I* a shigh, oponfit&
S. Design pressure caiumille; god a* this churt an In PSF.
MUEL1014 PMALLATWN RrjW=K0ft-
L AAah nuilles to substrate using Sone"ot Dallpers, Inc's walfin awbour * at muth "d of undlim
L wood frosted Openings: Amber to substrate using #12 wood news of suffichint batik to acklove a sabinum
totabocineat of 1 112". (S" c4ort an socood doo Iler ipanift al tumbors per savillea Alp�
.1. MuonMopautiloW. AAcimlespbstrata, using 114- Din. Tapactie; ofsafrock"ItiogIbliancildocentainhom
embedateat of 1 114". (See ckart oa attested Am (w qawaft of ambois w invW" cfip�
4. Anotch winilaw Ditum to aWOm ubg NS selir tapphig shm owitsil Strom ilinalib mosuillidurers limbibricated
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(1) This; pratfut b dealgood to conapy with the 2004 Florth Untilding Code.
(2)MsBlon and amborstrap actsbarlatto 1*00-TSAlandaurea,
(3) Ali h&st*#A don ambors MUST be in&& of a convioa resistant tutorial or coaling.
SUNCOAST DESIGNERS-INC.
HORIZONTAL MU'LL110N DESIGN LOAD CAPACITM-5
FOR FATRUDED ALUMINUM TUBE MULLION (0325 wall) WfILRE USF0
APPROXIMATb,SIZFOFTt!M,"l'YPEMUI,L)ID'.4: l"x2If2"1)F.F-P% ""8WY,NVALIJS&11`VNDWAf,LS
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L'This ctarvapplies ONLY to Stracoam Designom loc.'s aluminuum lubt noulfion when used between two aluminuin wiudows�
Z Read window width sold height In luebts,
I Window height as shown Oil Y wxb of chart are for a single window unit, NOT the overall window ttmmbty bright
4, Chart Is not limited to two whot[ow units in a siggle opeattag, design load capacities apply to ally number of window
units Of 9ters listed on chart, In a single Opening.
& Design prasury capacities listed on this Chan are to FISF.
iMULLfON'TNSTALLATION'REQUIREkfE,NTS:
1, Anach motion to substrate uft Siuscoast Desigiaers, lat.'s mrifto anchor clip of eacit end of multion.
A'Aflach valical rou"Ie" cif"Kil) to berixontal mullino asivi; swom"i Designer's ra"Ifion anchor clip at top
9(vvr0c4I inistrion.
3. Wood framocId openings: Anchor to substrate using Oil wood strewsofsaftitot length to achieve al minimum
embedment of I 1122". &* chart onsecoW shW for quanthy,of anchors per mullion clip).
4-Mwory qlwninpt Anckor to substrate using 114" Dia. Tapcous of suflicival length to nchigve a minimoom
embedment Of 1 11411.(S&# chart ousecond sheet for quantity orambors per mullion clipj.
15, Attsch window frxnm to saul0op osing #8 %tkf tapplag sbet-t metal screws through alsoufacturtm pre-jabriewted
installation holes.
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(1) This product Is designed to comity witit the 2W florldii Salleling Code.
(3) Mulficut and amber stropt maderial to be 6063-TS Allinallittacia.
(3) AS Installation snarlbors MUST be w*ck of& tonvoicut resitettoolt astarial or coadia*
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SUNCOAST DF-9 111. , �
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HUDSON, FL 34667 � I I - . -, -1 . I I � � , I T .,. � , .
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INSTRUCTIONS (1111- TEMPERED GLASS) - _-' - . � . "'.
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(2) THIS Ff�QPUCT REQUIR0 WIPOORNIF DEDIRIS EXTERNAL PROTECTION AS DESCRIBED
IN SECTION 108.1,4 OF THE PLOMDA SUILOING CODE, WHEN USED W WINDRORKE DIEBRIS
Rat"Ofts.
M WINDOW MATERIAL: 1,003-7-0 ALUMINUM. �
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NOWATER THAN I 3417 THKIK),
�- -- ---� * ALL FACTORY APPLIED HOLES 94 FRAME MEMBERS NOT DESIGNATED FOR CoNcRETF
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SCREWANCHORS SHOULD an FILLED WrTH OR SCREWS OF SUr"CIENT LEMOTH TO
ACHIEVE A MIN. ISMSEOWNIT'Of W INTO WOOD DUCK
- - USE LATEX CAULK ORMILWALENV PORPEEfUMETERSEALAROUNDEXTERPOROF
I MWOR.
LISTED IN ANCHOR CHART� USE THE NEXT SIZE LARGER
am" .F-I=.5 .1* 9
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ff) OLASIS THIG
GLAZED SHOWN, INSULATED GLASS ALSO QUALIPME)
IVILLCORNE"ANDA" ANCHORS TO Sif SILAUD VATH*K'kLL JOINTSEAM
M g .-)- !
, I'll A" INSTAILATIONANCHOR0 MUST SE. OFA CORROSION P1.01MIMAIERIALL
ORCIOATING,
(12)NOT A" CONFIGURAT0070 LIM0 ONANC]HOR CHART ARR SHOWN ONT1,00
DRAWING HOWEVEn INSTALLATION $WT)ONA-A 6 " APINY TOALL CONFIGMX71ONS,
WTHEArt D"M4 PRILAIWARS AW INOTAA,,ATK`jN )"STAMC710"S ALLOW THE USE OF
ANNIZALEDGLAS&
NOTES ON COMPARATIVE ANALYSIS A ANCHOR "LOULATIONS'
(1) CALCULATIONS DERIVED FROM TESTED UNFT� TEST RtEP,PRT # C`FLA IMAM
j2N) OTP UNIT Ywgxr. 7r
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HUDSON, FL 34867
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P.O. BOX 3400
Apollo Beach, Florida 33572
Phone: 813.645.0166
Fax: 813.645.9698
www.danscoengineedng.com
CA 25948
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LOCATED ON THE STATE OF
FLORIDA'S PRODUCT
APPROVAL SITE
THIS DRAWING AND DESIGN IS VAUD FOR 12MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED,
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OF THIS DRAWING ONLY,
--
--.- -
@2007 -THESE DRAWINGS AND DESIGNS ARE THE JO
PROPERTY OF DANSCO ENGINEERING, LLC AND THE
CUE ON THIS PROJECT. ANY REPRODUCIION OR
UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE
DESCRIPTION
-
VERSION NO.
SHEET TITLE:
FLORIDA EXTRUDERS
WINDOWS
SHEET INFORMATION:
JOB NO.:
DATE ISSUED: 09.04.07
DRAWN BY: DZ
REVIEWED BY:
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Apollo Beach, Florida 33572
Phone: 813.645.0166
Fax: 813.645.9698
www.donscoengineedng.com
CA 25948
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COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING
CODE (INCLUDING 2009 SUPPLEMENT), SECTION
R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE 'C"
ENCLOSED (INTERNAL PRESSURE COEFFICIENT =±0.1 B)
WIND ZONE
THIS DRAWING AND DESIGN IS VALID FOR I2 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED,
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OFTHIS DRAWINGONLY.
02009 LENNAR CORP.—THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM LENNAR CORPORATION.
02009—THESE DRAWINGS AND DESIGNS ARE THE JOIN
PROPERTY OF DANSCO ENGINEERING, LLC AND THE
CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE
DESCRIPTION
02.02.09
1.0 2007 FBC UPDATES
VERSION NO. 1.00 / 02.02.09
SAMUEL A. GREENBERG,
P.E. #34245
THUY H. HUYNH,
P.E. #60122
IRWIN J. BENSON,
P.E. #49758
ENGINEER SEAL:
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SHEET TITLE:
FIREWALLS
SHEET INFORMATION:
JOB NO.: 290127
DATE ISSUED: 02.02.09
DRAWN BY: DZ
REVIEWED BY: TH/AS
FW1
1lIISI��
S.E. CONSULTANTS, Inc.
,lanuary 10, 2W-6
Powers Steel & Wire Products, Inc,
4118 East Elwood St.
Phoenix, Q 85040
Attention: Bill Powers
Reference Powers PSboxa, and PSbox8(5-5/8`) Untell Products
Gentlemen:
S.E, Consultants, Inc. 4as no financial interest in Powers Steel & Wire Products, Irr,.,
other than providing professional consulting Services. Furthermore, S,E. Consultants,
Int'. is not owned, operated or controlled by any company manufacturing or distributing
any portion of the product listed in the raterenred reports. Furthermore, S.E.
Crmsultants, Inc. has no future or pending Interest in Powers Steel & Wite Products, Inc
It you require additional information or if we can be of any further assistance please
contact ua�
Submitted by
$4, Conaull:qrrle, Inc,
Stevelli W. Sd�aub. P.E.
Vice PresidGim
5800 East Thw,�ts Floao, Suite 104 - ScorlsdalL, AZ 65?51
Phone: �450) 946-2010 - Fax: (00) 946-1909
Powers Steel Product Lintel
LINTEL DESCRIPTION
i— INDICATES HEIGHT OF GROUT
Nbox8 - 16"
HEIGHT OF COMPOSITE; LINTEL
VARIES - SEE PLAN AND
SCHEDULES,
(2)
4*x V NOTCH AT
GROUTED CELL
er (7 E18ACTUAL)
"1_03)
10
HEIGWOFSOL
GROUT VARIES -
7)-\ SEE SCHEDULE
(2)
S.E. CONSULTANTS, INC.
5ROO E. THOMAS ROAD, SUITE 104
SCOTTSDALE, ARIZONA =51
(480) 946-2010 FAX: (4W) 946-1909
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1571
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1867
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4916
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5628
552
6770
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$023
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4491
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2632
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2747
27,17
2951
2951
3363
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3782
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2175
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297
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369
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386
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436
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205
228
239
242
250
253
270
275
290
295
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214
211
243
241
252
264
269
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320
343
349
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218
219
226
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2351
2361
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7910
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8096
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4140
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$493
549S
6177
5177
68W
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8251
4251
9645
9645
12451
12451
Z12
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3370
3370
4473
4473
5031
6031
SSS2
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6720
6720
7856
7W
10142
101,12
12442
12442
21-W
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2844
2844
3"S.
3776
4246
4246
4720
4720
6673
6673
6632
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8563
8663
10504
10504
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4!-0'
2259,
2259
3000
3000
3374
3374
3761
3751.
45D9
45M
5Z72
W72
6807
6807
8352
S&r12
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4'�S*
20121
2012
2M
2672
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3006
3342
33421
4018
4018
46081
4608
60661
60661
7443
7443
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1
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20*4
2626
2920
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3511
3611
4105
4106
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6504
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6
14-778
1
964
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2210
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24
2955
2955
306
3456
4464
4464
I
5477
6477
61.21
1306
13DS
1737
1954
2173
2614
2614
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3067
3949
3949
04
4845
1
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1436
1436
1606
160S
1774
f774
2116
2116
2459
2469
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3140
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1 107
1 107
237
12371
360
1368
1632
1632
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1 897
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2431
211158
2966
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l(Y-01
6731
673
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11049
1049
11161
1161
1385
1386
1611
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2066
2521
2521
19-0'
11�2:
546
763
763
654
854
9451
945
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312
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1683
2066
2056
1111�21
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478
478
669
669
747
747
827
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150
1476
1476
1803
803
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4331
4W331
605
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077
6771
7501
750
890
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1043
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394
194
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651
617
617
683
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1490
1493
131-4
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361
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505
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565
565
626
626
749
749
872
872
121
11121
1370
370
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286
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447
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496
496
594
594
692
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282
282
376
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416
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4156
456
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330
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494
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286
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361
381
481
489
577
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DDANSCO
E
ENGINEERING, LJ_C
P.O. BOX 3400
Apollo Beach, Flodda 33572
Phone: 813.645.0166
Fax: 813.645.9698
www.danscoerigineedng.com
CA 25948
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THIS IS A NON ENGINEERED
SHEET BASED ON PRODUCT
APPROVAL INFORMATION
LOCATED ON THE STATE OF
FLORIDA'S PRODUCT
THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
AFTER THE DATE 1118 SIGNED AND SEALED.
SI GNED AND SEALED FOR THE STRUCTURAL PORTION
OF THIS DRAWING ONLY.
02008-THESE DRAWINGS AND DESIGNS ARE THE JOINT
PROPERTY OF DANSCO ENGINEERING, ULC AND THE
CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
UNAUTHORIZED USE IS PROHIBITED.
REVISION:
VERSION NO.
SHEET TITLE:
POWER STEEL
LINTEL TABLES
SHEET INFORMATION:
JOB NO.:
DATE ISSUED: 09.04.07
DRAWN BY: DZ
REVIEWED BY: TH
LT 1,00_
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PRODUCT APPROVAL SPECIFICATION SHEET
iks required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the
Duilding components listed below if they will be utilized on the construction project for which you are applying for a building permit. We
-ecommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products.
Category/Subcategory
Manufacturer
Product Description
Approval Number(s)
1. EXTERIOR DOORS
A. SWINGING
Plastpro Inc./ Nanya Plastics
Fiberglass Entry Doors
FL6184
..Distinction
ThermaTru
Smooth Star/Fiber-Classic
FL8838, FL9245, FL9248-RI
B. SLIDING
Atrium
Mk2/3/415,Mk2/3/4/5HP, Mk2/3/4/5XHP
FL7864-R2
Fla. Extruders (Milestone)
Series 1000
FL45-R4
Suncoast Designers Inc.
Mullions
FL1861-Rl
Fixed Glass Windows
FL3913-R2, FL4397-Rl
C. SECTIONAL
Clopay Building Products
Residential WindCode Doors
FL3026-Rl
Wayne -Dalton Corp.
5120/9100
FL7824
D. OTHER
2. WINDOWS
A. SINGLE HUNG
Atrium
Mk 40/50, Mk 40/50 HP
FL7844-R2
Fla. Extruders
Series 1000/1500/2000
FL42-R4
B. HORIZONTAL SLIDER
Atrium
RW H P, RW XH P, RW4-XH P
FL7861-R2
Fla. Extruders (Milestone)
Sedes1000
FL43-R4
C. FIXED
Atrium
k 40/50 PW(CT, TWPWICT
FL7851-Rl
Fla. Extruders (Milestone)
Series 1000/2000
FL44-R4
D. MULLION
Kinco/Atrium
M03-04A, M02-03A, M96-08C
FL957-R2
Fla. Extruders (Milestone)
FL3136-R2
.FE5709/5710/5711/5712/5713/5714/5718
FE5700/570115702/5703/5704/5705/5717
3. PANEL WALL
A. SIDING
B. SOFFITS
Kaycan Ltd.
0605/0606/9500/9510 Aluminum Soffit
FL4899,4957
Cameron Ashley Building
41550/45102/45102N Aluminum Soffit
FL4968
C. WALLLOUVER
D. GLASS BLOCK
Pittsburgh Corning Corp.
Glass Unit Masonry installed w/Mortar
FL1 363-R3
E. OTHER
4. ROOFING PRODUCTS
A. ASPHALT SHINGLES
Certain Teed Corporation
CT20 (and AR), Landmark 30/40 (and AR),
FL5444
XT25 (and AR), XT30 (and AR)
B. UNDERLAYMENTS
C. ROOFING FASTENERS
D. ROOF VENTILATORS
Southeastern Metal
Weather Vent
Miami -Dade NOA 08-0423.01
Florida Metal Products, Inc
Vent RVI 0
FL2075-RI
E. ROOFING TILES
F. MODIFIED BITUMEN
G. SINGLE PLY ROOF
SYSTEMS
H. CEMENTS -ADHESIVES
COATINGS
1. ROOF TILE ADHESIVE
J.OTHER
5. SHUTTERS
A. STORM PANELS
Al ufa b
Galvanized Steel Storm Panels
FL4804
B. COLONIAL
C. ROLL -UP
D. OTHERS
6. SKYLIGHTS
A. SKYLIGHT
B. OTHER
7. STRUCTURAL
COMPONENTS
A. WDOD CONNECTORS/
ANCHORS
Simpson Strong -Tie
see chart
USP Structural Conn.
see chart
B. TRUSS PLATES
MiTek Industries, Inc.
Truss Plates
FL2197-R2
C. ENGINEERED LUMBER
Boise Eng. Wood Prod,
Versa -Lam SP
FL1644-Rl
Wood I -Joists ALLJOIST
FL1645-Rl
D. RAILING
E. CONCRETE
ADMIXTURES
F. MATERIAL
FECP Corp. (Cast -Crete)
High Strength Concrete Lintels
FL158-R2
Powers Steel, Inc.
Power Box Lintels
FL6264
G.OTHER
8. NEW EXTERIOR
ENVELOPE PRODUCTS
A.
B.
The products listed below did not demonstrate product approval at plan review. I understand that at the time of
nspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the
Droduct approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy
)f the applicable manufacturers installation requirements. Further, I understand these products may have to be removed
APPLICANT SIGNATU RE
DATE
impson & USP Cross Over Chart with Florida
Product Approval Numbers
E S S i "
Simps um P
Simpson Produc
Number i
Florida Product
Approval
Number
Product Description
I
USP Product
I Number
Florida Product
Approval
I Number
A34
FL474-Rl
Framing Anchor
MP34
FL822
ABU44
FL474-Rl
Adjustable Post Base
PAU44
FL569-R2
CS22
FL1901-R3
Coil Strap Tie
RS300
FL822
H3
FL474-Rl
Hurricane Tie
H10
FL474-Rl
Hurricane Tie
RT1 6
FL565-R2
H2.5
FL474-Rl
Hurricane Tie
RT7
FL565-R2
H6
FL474-Rl
Hurricane Tie
LFTA6
FL820-RI
HCP2
FL474-Rl
Hip Corner Plate Connector
HHCP2
FL817
HDQ8-SDS3
FL1463-Rl
Holddown
UPHD8
FL817
HETA11 6
FL1901-R3
Embedded Truss Anchor
HTA1 6
FL821
HETA20
FL1901-R3
Embedded Truss Anchor
HTA20
FL821
HGUS210-2
FL474-Rl
Truss Hanger
THDH210-2
FL821
HHETA40
FL1901-R3
Embedded Truss Anchor
HSU R/L41 0
FL503-Rl
Heavy Skewed U Hanger
HTS16
FL538-Rl
Heavy Truss Strap
HTVV1 6
FL820-Rl
HTS20
FL538-Rl
Heavy Truss Strap
HTW20
FL820-Rl
HTT16
FL503-Rl
HD/Tension Tie
HTT16
FL821
HTT22
FL503-Rl
HD/Tension Tie
HTT22
FL821
HUS410
FL474-Rl
Joist Hanger
HUS41 0
FL821
HUS412
FL474-Rl
Joist Hanger
HUS412
FL821
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FL474-Rl
Joist Hanger
HUSC412
FL474-Rl
Joist Hanger
ITT
FL474-Rl
TF I -Joist Hanger
THO
FL815
lUT
FL474-Rl
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THF
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LGT2
FL1423-R2
Light Girder Tiedown
LUGT2
FL817
LSSU210-2
FL474-Rl
Slopable/Skewable Hanger
LSSH31
FL816
LSSU28
FL474-RI
Slopable/Skewable Hanger
LSTAII 2
FL1901-R3
Strap ie
LSTA1 2
FL816
LSTA1 8
FL1901-R3
Strap Tie
LSTA1 8
FL816
LSTA30
FL1901-R3
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FL816
LSTA36
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FL816
LTS12
FL474-Rl
Twist Strap
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FL820-Rl
LTS16
FL474-Rl
Twist Strap
LTW1 6
FL820-Rl
LTS18
FL474-Rl
Twist Strap
LTW1 8
FL820-RI
LTS20
FL474-Rl
Twist Strap
LTW20
FL820-Rl
LTT19
FL474-Rl
Tension Tie
LTS1 9
FL822
LTT20B
FL474-Rl
Tension Tie
LTS20B
FL822
LUS26
FL474-RI
Joist Hanger
JUS26
FL821
LUS414
FL474-Rl
Joist Hanger
JUS414
FL821
MBHA3.56/11.88
FL538-Rl
Masonry Beam Hanger
NFM35X1 178U
FL578-RI
META22
FL1901-R3
Embedded Truss Anchor
HTA24-18
FL859-RI
MGT
FL1423-R2
Medium Girder Tiedown
MUGT-15
FL3923-Rl
MST48
FL1901-R3
Strap Tie
KST248
FL822
MST60
FL1901-R3
Strap Tie
KST260
FL822
MSTAM36
FL1 901 -R3
Strap Tie for Masonry
MTS12
FL474-Rl
Twist Strap
MTW1 2
FL820-RI
MTS16
FL474-Rl
Twist Strap
MTW1 6
FL820-Rl
MTS1 8
FL474-Rl
Twist Strap
MTW1 8
FL820-RI
MTS20
FL474-Rl
Twist Strap
MTV\/20
FL820-Rl
MTS30
FL474-Rl
Twist Strap
MTW30
FL820-Rl
MTT28B
FL503-Rl
Tension Tie
MTS27B
FL822
PA51
FL474-Rl
Foundation Strap
TA51
FL816
SDS 1/4x2 1/2
FL1463-Rl
Strong Drive Screw
SDS 1/4x4 1/2
FL1463-Rl
Strong Drive Screw
SDS 1/4x6
FL1463-Rl
Strong Drive Screw
Spi
FL474-Rl
Stud Plate Tie
SPT22
FL817
SP2
FL474-Rl
Stud Plate Tie
SPT24
FL817
SP4
FL474-Rl
Stud Plate Tie
SPT4
FL821
U24
FL5808
Face Mount Joist Hanger
ET
FL5550
Epoxy
HD Titen IFL2304-Rl
Titen Anchor
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717-846-3747 HR Fax 717-846-0355
HIRE ng, Inc.
427 Kings Afill Road
York, PA 17403
14 July 2005
Leonard "Buster" Case, Management Analyst
State of Florida, Department of Community Affairs
Codes and Standards Section
2555 Shurnard Oak Blvd.
Tallahassee, Florida 32399-2100
RE: Certification of Independence
Dear Mr. Case;
In conformance with Rule 9B-72.1 10, F.A.C. "Criteria for Certification of
Independence", I offer the following. I am a registered professional engineer in the state
of Florida with license number 19354. 1 work in a two person consulting structural
engineering firm, "FIR Engineering, Inc., of which I amthe majority owner.
In my work performing an evaluation, I do not have, nor will I acquire, a financial
interest in any company manufacturing or distributing products for which the reports are
being issued.
In my work performing an evaluation, I do not have, nor will I acquire, a financial
interest in any other entity involved in the approval process of the product.
I trust that this is sufficient for the Florida Building Commission's requirements. If there
are any questions about this certification of independence, or if anything additional is
required, please advise me.
Sincerely yours;
FIR Engineering, Inc.
r4a,�,, N, "e'.
Allen N. Reeves, P.E.
Chief Engineer
ANR:anr
Cc:05070005
HR Engineering, Inc. DATE, 19- JV&X 200 PROJECTNO. 09020001 HEET—L—OF—L—
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ENT: BY -A- R-r-EVES I PROJECT NAME, "N L. Spirrirc -
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The following Kaytec/Kayean vinyl soffit products: Solid 12", Product Code 0623;
Center Vented 12", Product Code 0628; and Full Vented 12", Product Code 0629 have
been tested and analyzed in conformance with ASTM D 3679 as required by Florida
Building Code 2004, paragraph 1403.9.1. The material thickness must be a minimum of
0.042 inches. Configuration is triple 4" with an exposure of 12".
a-61-11 N. /&..—
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The allowable design wind pressures for these products are +/- 45.4 psf with sheathing
and +/- 22.7 psf without sheathing. Sheathing, where used, must be nailable with a
minimum thickness of1h". Batten strips must be 2 x 2, with a maximum spacing of 10".
Fasteners are 1-1/2" long galvanized steel roofing nails with 1/8" diameter shanks and
3/8" diameter heads. The nail spacing is 10" between battens and 12" along the battens.
The above pressures were determined by comparative analyses.
There is no separate allowable design wind pressure requirement in the Florida Building
Code 2004 for soffits. I trust that this information is sufficient for your needs, If there
are any questions about this, please contact me.
Sincerely yours;
a-111, /,�?. AL-
717-846-3747 HR Fax 717-84r-0355
HIRE ng, Inc.
427 Kings M11 Road
York, PA 17403
14 July 2005
Michael Olmstead
Richford Plant Manager
Kaytec, Inc.
1 Memorial Drive
Richford, Vermont 05476
RE: Vinyl Soffits 12"
Dear Mr. Olmstead;
Allen N. Reeves, P.E.
Chief Engineer
/it -� 414-Y 2 oar
ANR:anr
Cc: 05070005
a-61-11 N. /&..—
/4L V �� �, .2 O'ST
L0
Z
C0
The allowable design wind pressures for these products are +/- 45.4 psf with sheathing
and +/- 22.7 psf without sheathing. Sheathing, where used, must be nailable with a
minimum thickness of1h". Batten strips must be 2 x 2, with a maximum spacing of 10".
Fasteners are 1-1/2" long galvanized steel roofing nails with 1/8" diameter shanks and
3/8" diameter heads. The nail spacing is 10" between battens and 12" along the battens.
The above pressures were determined by comparative analyses.
There is no separate allowable design wind pressure requirement in the Florida Building
Code 2004 for soffits. I trust that this information is sufficient for your needs, If there
are any questions about this, please contact me.
Sincerely yours;
a-111, /,�?. AL-
717-846-3747 HR Fax 717-84r-0355
HIRE ng, Inc.
427 Kings M11 Road
York, PA 17403
14 July 2005
Michael Olmstead
Richford Plant Manager
Kaytec, Inc.
1 Memorial Drive
Richford, Vermont 05476
RE: Vinyl Soffits 12"
Dear Mr. Olmstead;
Allen N. Reeves, P.E.
Chief Engineer
/it -� 414-Y 2 oar
ANR:anr
Cc: 05070005
The allowable design wind pressures for these products are +/- 45.4 psf with sheathing
and +/- 22.7 psf without sheathing. Sheathing, where used, must be nailable with a
minimum thickness of1h". Batten strips must be 2 x 2, with a maximum spacing of 10".
Fasteners are 1-1/2" long galvanized steel roofing nails with 1/8" diameter shanks and
3/8" diameter heads. The nail spacing is 10" between battens and 12" along the battens.
The above pressures were determined by comparative analyses.
There is no separate allowable design wind pressure requirement in the Florida Building
Code 2004 for soffits. I trust that this information is sufficient for your needs, If there
are any questions about this, please contact me.
Sincerely yours;
a-111, /,�?. AL-
717-846-3747 HR Fax 717-84r-0355
HIRE ng, Inc.
427 Kings M11 Road
York, PA 17403
14 July 2005
Michael Olmstead
Richford Plant Manager
Kaytec, Inc.
1 Memorial Drive
Richford, Vermont 05476
RE: Vinyl Soffits 12"
Dear Mr. Olmstead;
Allen N. Reeves, P.E.
Chief Engineer
/it -� 414-Y 2 oar
ANR:anr
Cc: 05070005
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