HomeMy WebLinkAboutAPPROVED DOC052021-003ANDERSEN CORPORATION
A -SERIES FRENCHWOOD PATIO DOOR SIDELITE AND TRANSOM
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR GENERAL NOTES:
LOCATION SHOWN, UNLESS OTHERWISE STATED.
1.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE
OF±1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT
DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES).
TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION
ANCHOR TO THE NEXT.
4. FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR
DIRECTLY INTO CONCRETE/MASONRY, USE 3/161NCH ITW TAPCON OF
SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM EMBEDMENT. 2.
5. FOR INSTALLATION INTO 2X BUCK USE #10 WOOD SCREW OF
SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT
INTO WOOD SUBSTRATE.
6. FOR INSTALLATION THROUGH METAL FRAME USE #10 SELF -TAPPING
SCREW OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM. 3.
PENETRATION BEYOND METAL FRAME SUBSTRATE.
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,
INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND
SIDING.
4.
8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE
OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION
RESISTANT COATING.
9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT
INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.
EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF
MORTAR JOINT INTO FACE SHELL OF BLOCK.
10. INSTALLATION ANCHORS SHALL BE INSTALLED IN
ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH
SPECIFIED BY THE ANCHOR MANUFACTURER.
11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
12. HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0,55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI.
C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90
WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND
GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT
COMPRESSIVE STRENGTH OF 2000 PSI.
D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM
C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI.
E. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL
THICKNESS OF 33 MILS (20 GAUGE)
F. ALUMINUM - 1/8" MINIMUM THICKNESS (6063-T5)
(HVHZ) (1 MPACT)
THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED
TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC)
INCLUDING HVHZ, CURRENT INTERNATIONAL BUILDING CODE AND
CURRENT INTERNATIONAL RESIDENTIAL CODE AND HAS BEEN
EVALUATED ACCORDING TO THE FOLLOWING:
IS AAMA/WDMA/CSA 101/I.S.2/A440-11
IS ASTM E1886-12
• ASTM E1996-12
• TAS 201-94
• TAS 202-94
• TAS 203-94
ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,
2X AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING
SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED
PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR
THE PROJECT OF INSTALLATION.
THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND
MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF
SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE
REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR
ARCHITECTSHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITH THIS DOCUMENT.
5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED TO
PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6. DOOR FRAME MATERIAL: PONDEROSAPINEOR EQUIVALENT
WITH FIBERGLASS CLADDING
(S.G.=0.40).
7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS.
SEE SHEET 5 FOR GLAZING DETAILS.
B. DESIGNATIONS "X"AND"O"STAND FOR THE FOLLOWING:
X., OPERABLE PANEL
O: FIXED PANEL
9. CUSTOM SIZES AVAILABLE UPON REQUEST, CUSTOM DESIGN
PRESSURE WILL BE ASSIGNED EQUAL TO NEXT LARGER STANDARD
SIZE.
10.IN ACCORDANCE WITH THE FBC, WOOD COMPONENTS SHALL HAVE
BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES
AS PER CH 23.
101N ACCORDANCE WITH THE FBC, DISSIMILAR METALS INCLUDING
FASTENERSTHAT MAY COME INTO CONTACT WITH ALUMINUM
UNIT FRAMING SHALL BE PROTECTED AS PER CH 20.
A
ANDERSEN
WINDOWS a DOORS
100 FOURTH AVE NORTH
BAYPORT, NIN 55003-1096
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TABLE OF CONTENTS
SHEET
SHEET DESCRIPTION
1
GENERAL AND INSTALLATION NOTES
2
ELEVATIONS AND ANCHOR LAYOUTS
3
ELEVATION, ANCHOR LAYOUT, & PRESSURE TABLE
4
VERTICAL SECTIONS
5
VERTICAL SECTIONS & GLAZING DETAILS
6
HORIZONTAL SECTIONS
7
COMPONENTS AND BILL OF MATERIALS
WATER RATING
MISSILE IMPACT RATING
W/ WATER
INFILTRATION
LARGE AND SMALL
MISSILE IMPACT RATED
REMARKS
BY
DATE
10' FWSL ADDED
MS
8.28.14,
5TH FBC CODE CHANGE
SM
4.10.15
6TH FBC CODE CHANGE
HR
8.9.17
7TH FBC CODE CHANCE
SR
R.18.90
ARE GENERIC AND MAY NOT RE}LECT ACTUAL
CONDITIONS FOR A SPECIFIC SM. IF SITE
CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A
UCENSED ENCINEER OR ARCHITECT SHALL
PREPARE SITE SPECIFIC DOCUMENTS FOR USE
V
SIAX OF .
398 E. DANIA BEACH BLVD. i 338
DANIA BEACH, FL 33004
MEE CERT. OF AUTHORIZATION N. 29578
FL #:
FL14431
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WINDOW
MAX.
HEIGHT
95.50"
PANEL
MAX.
HEIGHT
92.50"
WINDOW MAX.
WIDTH 18.25"
PANEL MAX.
WIDTH 15.875"
D.L.O. MAX.
WIDTH 10.25"
WIN
M
HEI
119
D.L.O
MAX.
HEIGHT
79.375"
In
8' ELEVATION
SIDELITE UNIT
WINDOW MAX.
WIDTH 18.25"
PANEL MAX.
WIDTH 15.875"
D.L.O. MAX.
WIDTH 10.25"
C
a
DOW
%X.
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50'PANEL
MAX.
HEIGHT
116.50"
D.LO
MAX.
o"
HEIGHT
103.46"
CONFIGURATION
HEIGHT
(IN.)
W
O
27.25
9
0
27.25
7
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27.25
7
0
95.50
1
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95.50
1
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O*
119.50
1!
4.50" MAX. CD^N"
CORNER-
8.00" MAX. FROM
CORNERTYP
6
D 5
10' ELEVATION
*PRODUCTS DO NOT USE A DROP -CHANNEL (ITEM 17) AT THE SILL.
INSTALLATIOI
ANCHO
4.50" MAX. FROM
CORNER TYP
I
8.00" MAX. FROM
CORNER TYP
1MAX.
O.C. TYP
8' ANCHOR LAYOUT
INSTALLATION
ANCHOR
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10' ANCHOR LAYOUT
REMARKS BY I DATE
10'FWSLADDED tSR18124C
5TH FBC CODE CHANGE
5TH FBC CODE CHANGE
7TH FBC CODE CHANGE
ARE GENERIC AND MAY NOT REFLECT ACTUAL
CONDITIONS FOR A SPECIFIC SITE. IF SITE
CONDITIONS CAUSE INSTALLATION TO DEMATE
FROM THE REQUIREMENTS DETAILED HEREIN, A
LICENSED ENGINEER OR ARCHITECT SHALL
PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITH THIS DOCUMENT
398 E. DMIA BEACH BLW. / 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
FL k:
FL14431
DATE: 08.09.17
DWG. BY: CHK. BY:
HR I HFN
SCALE: NTS
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SHEATHING
BY OTH E RS
410 WOOD SCREW
INSTALLATION ANCHOR
SEALANT BETWEEN
FLANGE & SHEATHING
EXTERIOR FINISH
BY OTHERS ----
PERIMETER SEALANT
BY OTHERS
5 r
O.A. EXTERIOR
WINDOW
HEIGHT
3/4"MIN EDGE
DISTANCE 2X WOOD FRAME
BY OTHERS
1-1/2" MIN.
EMBEDMENT
v
14
SEEGLAZING 11
DETAILS SEE SHEET 5
INTERIOR
VERTICAL SECTION
5 DIRECT SET TRANSOM HEAD -2X WOOD FRAME
EXTERIOR
SEE GLAZING
DETAILS SEE SHEETS
O.A.
WINDOW 11
HEIGHT
PERIMETER
SEALANT BY
OTHERS
3/8" MAX.
SHIM SPACE
0.75" O.A. I.G. LAMINATED GLASS
CONSISTING OF:
0.154" TEMPERED GLASS,
0.314" STAINLESS STEEL SPACER,
0.106" ANNEALED GLASS
0.090" PVB INTERLAYER BY DUPONT,
EXTERIOR
0.106" ANNEALED GLASS
EXT
i
MIN. GLASS _
MIN.
GLASS
BITE 9/16"
1/4" X 1-1/2" STAPLES BITE
9/16"
(18 GA. GALV.
/ STEEL @ 8" O.C.)
DOW 9 -1350
SILICONE
INTERIOR
GLAZING DETAIL 1
NOTE:
1. ALL GLAZING MEETS SAFETY GLAZING REQU I REMENTS
AS PER CH 24 OF THE FBC.
2. SETTING BLOCK DUROMETER HARDNESS OF 70-90
(SHORE A) AS REFERENCED IN CHAPTER 24.
3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH
FOR GLASS WIDER THAN 36" AS PER CHAPTER 24
4, D.L.O. MAY NOT EXCEED MAX DIMENSIONS SHOWN IN
ELEVATIONS. --
SEE GLAZING
DETAILS SEE SHEET 5
INTERIOR
O.A.
WINDOW
1 J HEIGHT
�-' 3/8" MAX.
SHIM SPACE
1
°
.'
EXTERIOR FINISH t
BY OTHERS e
PRECAST SILL s a
BY OTHERS
3/16" ITW TAPCON 2 1/2 MIN. EDGE
INSTALLATION ANCHOR DISTANCE
1� VERTICAL SECTION
DIRECT SET TRANSOM SILL - CONCRETE/MASONRY
1/4" MIN.
1BEDMENT
0.S38" O.A. LAMINATED GLASS
CONSISTING OF:
�-{ 0." ANNEALED GLASS,
0.090090" PVB INTERLAYER 8Y DUPONT,
0.224" ANNEALED GLASS
I 1/4" X 1-1/2" STAPLES
�(18 GA. GALV.
/ STEEL @ 8" O.C.)
DOW 9 COI J \ LJ/ /�
SILICONE INTERIOR
GLAZING DETAIL 2
0.868" O.A. I.G. LAMINATED GLASS
CONSISTING OF:
0.154" TEMPERED GLASS,
0.314" STAINLESS STEEL SPACER,
0.154" ANNEALED GLASS
0.090" PVB INTERLAYER BY DUPONT,
EXTERIOR
ANNEALED GLASS
\0.154"
MIN. GLASS
BITE 9/16°
1 1/4" X 1-1/2" STAPLES
(18 GA. GALV.
STEEL @ 8" O.C.)
DOW 9 -1350
SILICONE
INTERIOR
GLAZING
DETAIL 3
EXTERIOR
0.75" O.A. I.G. LAMINATED GLASS
CONSISTING OF:
0.122" TEMPERED GLASS,
0.314" STAINLESS STEEL SPACER,
INTERIOR
0.106" ANNEALED GLASS
4
0.090" PVB INTERLAYER BY DUPONT
15 EXTERIOR
0.106" ANNEALED GLASS
10
\
16
7 MIN. GLASS
1
BITE 9/16"
1/4" X 1-1/2" STAPLES
9
(18 GA. GALV.
STEEL @ 8" O.C.)
DOW 9 -1350
_ _.(��
_
SILICONE
PERIMETER SEALANT - ° s' • •�
BY OTHERS
CONCRETE/MASONRY <_ '.. �
BY OTHERS
SEALANT BETWEEN SILL &
CONCRETE/MASONRY
(-K-� VERTICAL SECTION
5 SIDELITE DROP CHANNEL SILL - CONCRETE/MASONRY
/ - INTERIOR
GLAZING DETAIL 4
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REMARKS
BY
DATE
10' FWSLADDED
MS
8.28.14
5TH FBC CODE CHANGE
SM
4.10.15
3TH FBC CODE CHANGE
IT
8.9.17
7TH FBC CODE CHANGE
SR
3.18.20
THE INSTALLATION DETAILS DESCRIBED HEREIN
ARE GENERIC AND MAY NOT REFLECT ACTUAL
CONDITIONS FOR A SPECIFIC SITE. IF SITE
CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A
UGENSED ENGINEER
OR ARCHITECT SHALL
PREPARE SITE SPECIFIC DOWMENTS FOR USE
WITH THIS DOCUMENT
398 E. DANIA BEACH BLVD. / 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
FIE #:
FL14431
DATE: 08.09.17
DWG. BY: CHK. BY:
HR HFN
SCALE NTS
DWG.#: AWD122
SHEET:
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BILL OF MATERIALS
NO.
DESCRIPTION
MATERIA
1
FRAME
WOOD
2
RAIL & STILE
WOOD
3
SIDELITE TOP RAIL
WOOD
4
PANELSTOP
WOOD
5
FLANGE
PVC
6
GLASS STOP
WOOD
7
SIDELITE SILL
WOOD
8
FRAME CLADDING
FIBERGLA!
9
SIDELITE SILL CLADDING
FIBERGLA!
10
SIDELITE BOTTOM RAIL
WOOD
11
DIRECTSET GLASS STOP
WOOD
12
MULLION
WOOD
13
MULLION CLADDING
ALUMINUM6C
14
DIRECTSET FILLER
WOOD
15
STATIONARY PANEL SUPPORT
PVC
16
SIDELITE PANEL STOP
FIBERGLA!
17
DROP -CHANNEL
ALUMINUM610
18
GLAZING STOP MONO
WOOD
19
GLAZING STOP 7/8" 1.G.
WOOD
OFLANGE
PVC
TYP. WALL THICKNESS 0.05
91 69"
0.55" -{
OGLASS STOP
WOOD
0.500"
0.875
L1J 7
OSIDELITE SILL
WOOD
2.446"
1.327"
SIDELITE BOTTOM RAIL DIRECT SET GLASS STOP
10 WOOD 11 WOOD
8.592" 1.200'
1.062"
1.719" VVVJJJ
OSTATIONARY
15
PANEL SUPPORT
16
O
SIDELITE PANEL STOP
PVC
FIBERGLASS
l
�0.187"
2.089"
1
1.710'
1.188"
O FWOODE O RAILSTILE
WOOD
4.242' 1.719"
2.750"
1.01
OSIDELITE TOP RAIL O PANEL STOP
WOOD WOOD
4.438'
-1 1.396"
0.67
1.719"
r07z,
t
O FRAME CLADDING O
FIBERGLASS
TYP. WALL THICKNESS 0.078"
4.208"
L 1.828"
� I
12 MULLION
WOOD
28U
SIDELITE SILL CLADDING
FIBERGLASS
TYP. WALL THICKNESS 0.090"
6.200"
1.723"
13 MULLION CLADDING
ALUMINUM 6063-T5
17 DROP CHANNEL
ALUMINUM606063-T5
0.893" -�{
1:1
.228"
14 DIRECT SET FILLER
WOOD
O z
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00
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o
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REMARKS
BY
DATE
10' FWSL ADDED
MS
8.28.14
3TH FBC CODE CHANGE
SM
4.10.1E
3TH FBC CODE CHANGE
HR
8.9.17
7TH FBC CODE CHANGE
SR
3.18.2C
THE INSTALLATION DETAILS DESCRIBED HEREIN
ARE GENERIC AND MAY NOT REFLECT ACTUAL
CONDITIONS FOR A SPECIFIC SITE. IF SIZE
CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A
LICENSED ENGINEER
OR ARCHITECT SHALL
PREPARE SIZE SPECIFIC DOCUMENTS FOR USE
WIM THIS
DOCUMENT
F� �CZBOq 38
3.18 1.325"r A BEACH,
FL}
BPE CERT. OF A1.11HTON Na, 29578
0.625" FL #:
0.439" FL14431
DATE: 08.09.17
DWG. BY: CHK. BY:
18 GLAZING STOP MONO 19 GLAZING STOP 7/8" I.G. HR I HFN
WOOD WOOD SCALE: NTS
0.734" -►{ �r 0.875" 0.403" --{ � 0.875" DWG. #: AW D 122
ICI I� SHEET:
nC