HomeMy WebLinkAboutAPPROVED DOC052021-002INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR
LOCATION SHOWN, UNLESS OTHERWISE STATED.
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 3/16 INCH OR 1141NCH ITW
TAPCON OF SUFFICIENT LENGTH TO ACHIEVE 1 314 INCH MINIMUM
EMBEDMENT.
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 3THREADS MINIMUM
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.
8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE
OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION
RESISTANT COATING.
9. FOR 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
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90
WITH MINIMUM COMPRESSIVE STRENGTH OF 1924 PSI AND
GROUT CONFORMSTO 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 1924 PSI.
E. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL
THICKNESS OF 33 MIL (0.033" or 20 GAUGE). MIN. 1/2" EDGE
DISTANCE.
F. ALUMINUM - MINIMUM 1/8" THICKNESS. (6063-TS)
ANDERSEN CORPORATION
A -SERIES FRENCHWOOD HINGED PATIO DOOR - INSWING
WITH STORMWATCH PROTECTION
(HVHZ) (IMPACT)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC),
INTERNATIONAL BUILDING CODE AND INTERNATIONAL RESIDENTIAL
CODE INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO
THE FOLLOWING:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• AAMA/WDMA/CSA 101/I.S.2/A440-11
• ASTM E 1886-12
• ASTM E 1996-12
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,
2X AND METAL STUD FRAMING ASA 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.
3. 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.
4. 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
ARCHITECT SHALL 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: PONDEROSAPINEOREQUIVALENT
WITH FIBERGLASS CLADDING.
(MIN SG = 0.40)
7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS.
SEE SHEET 4 FOR GLAZING DETAILS..
8. 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 CURRENT FBC,WOOD COMPONENTS
SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A
DURABLE SPECIES AS DEFINED IN CHAPTER 23.
11.IN ACCORDANCE WITH THE CURRENT FBC, DISSIMILAR METALS
INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH
ALUMINUM UNIT FRAMING SHALL BE PROTECTED AS DEFINED IN
CHAPTER 20.
V'-.)'D I':,��"
AlIPLIANCE
S
TABLE OF CONTENTS
SHEET
SHEET DESCRIPTION
1
GENERAL AND INSTALLATION NOTES
2
ELEVATION AND ANCHOR LAYOUT
3
ELEVATION AND ANCHOR LAYOUT
4
PRESSURE TABLES & GLAZING DETAILS
5
VERTICAL SECTIONS
6
HORIZONTAL SECTIONS
7
COMPONENTS AND BILL OF MATERIALS
8
LOCK COMPONENT DETAILS
WATER RATING
W/ WATER
INFILTRATION
MISSILE IMPACT RATING
LARGE AND SMALL
MISSILE IMPACT RATED
ANDERSEN
*'"Dow" A 000"
100 FOURTH AVE NORTH
BAYPORT, MN 55003-1096
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DATE
10'DOORSADDED
TM
4.30.14
5TH FBC CODE CHANGE
SM
4.10.1E
5TH FBC CODE CHANGE
HR
8.9.17
7TH FBC CODE CHANGE!
SR
3.18.2(
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 ARCHITECT SHALL PREPARE SITE
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BELO%
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(1) ADDITIONAL
HINGE FOR DOORS
OVER 8' IN HEIGHT
ANCHOR LAYOUT
DETAIL A
HEAD JAMB RECEIVER
SEE LEGEND BELOW FOR CITY
DOOR LEGEND (XX)
x = ONE (1) ANCHOR THIRD HINGE PLATE
�= ANCHORS THRU HEAD RECEIVER
SEE DETAIL WABOVE
-WOOD OR METAL: FIVE (5)
-CONCRETE/MASONRY: FOUR (4)
+= ANCHORS THROUGH SILL
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SIZE (IN.)
CONFIGURATION
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MAX. O. C. (IN.)
ANCHOR
QUANTITY
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MIN ANCHOR QUANTITY
AT HINGE JAMBS
75.25 X 119.50*
XX
17.75
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NOTE:
1) FOR SILL ANCHORAGE SEE LEGEND ABOVE. ALTERNATIVELY, THE CONTINUOUS REMODEL CLIP (ITEM #30) MAY BE UTILIZED WITH FASTENERS FROM CLIP TO SUBSTRATE 3" FROM
CORNERS & 6 7/8" MAX. O.C. PLEASE REFER TO DETAIL A/5 FOR REQUIREMENTS OF INSTALLATION.
2) ANCHOR SCHEDULE REFLECTS MINIMUM NUMBER OF ANCHORS REQUIRED, TOTAL QUANTITY MAY VARY DEPENDING ON LEGEND REQUIREMENTS.
3) HINGE REQUIREMENTS - DOORS GREATER THAN 8' IN HEIGHT SHALL UTILIZE 5 HINGES, DOORS GREATER THAN 6'-10 3/8" IN HEIGHT SHALL UTILIZE 4 HINGES, AND DOORS EQUAL TO
OR LESS THAN 6-10 3/8" SHALL UTILIZE 3 HINGES.
11
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(4) ANCHORS FOR
WOOD OR METAL
(2) ANCHORS FOR
CONCRETE/MASONRY
DETAIL B
SILL BRACKET
SEE ABOVE FOR
ANCHOR QUANTITIES
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REMARKS BY DATE
10'DOORSADDED TM 1.30.14
STH FBC CODE CHANGE SM 4.10.15
6TH FBC CODE CHANGE HR 8.9.17
7TH FBC CODE CHANGE SR 3.18.2
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 ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT
N .7 7
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FL #:
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DATE: 07.23.19
DWG. BY: CHK. BY:
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SCALE: NTS
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SEALANT BETWEEN
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CONCRETE/MASONRY
WOOD BUCK BY OTHERS
BY OTHERS
2X WOOD BUCK
BY OTHERS
3/4"MIN EDGE DISTANCE
SEALANT BETWEEN _
1-1/2" MIN. EMBEDMENT
FIN &2X
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# 10 WOOD SCREW
°
INSTALLATION ANCHOR
EXTERIOR FINISH
BY OTH E RS
PERIMETER SEALANT
BY OTHERS
3/8" MAX.
11
SHIM SPACE
5
1
14
O.A.
DOOR
HEIGHT
3
EXTERIOR
1 25
\ INTERIOR
SEE GLAZING
DETAILS SEE
SHEET 4
VERTICAL SECTION
5 HEAD-2X WOOD FRAME
#10 SELF-TEKS SCREW
INSTALLATION ANCHOR —
SHEATHING
BY OTHERS
SEALANT BETWEEN
FIN & SHEATHING
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT
BY OTHERS
11
6
O.A.
DOOR
HEIGHT
*MIN. EDGE DISTANCES
ANCHOR
CONCRETE
CMU
3 16" TAPCON
2 1/8"
2 3/8"
1/4 - TAPCON
2 1/8"
2"
*SEE SHEET 2 FOR ALTERNATE EDGE
DISTANCE FOR INSTALLATION OF
STATIONARY DOORS
INTERIOR
SEE GLAZING
DETAILS SEE
EXTERIOR
SHEET
O.A.
DOOR
HEIGHT
4
NOTE: ITEM 10 OPTIONAL. SEE
PRESSURE TABLES ON SHEET 2 FOR
/
DETAILS. ITEM 30, ALTERNATE SILL
CLIP, FOR DOUBLE DOORS ONLY.
1 CONTINUOUS SILL CLIP W/
PERIMETER SEALANT_
CONTINUOUS BEADOF
BY OTHERS
1
POLYURETHANE CONSTRUCTION
�n ADHESIVE
EXTERIOR FINISH
U
BY OTHERS
30 (DOUBLE DOORS ONLY)
SET SILL IN BED OF
"�.. •e ITW TAPCON
SET SILL IN BED OF
SEALANT OR WET CEMENT
�-
INSTALLATION ANCHOR,
SEALANT
A ,. SEE TABLE FOR DETAILS
2X WOOD BUCK BY OTHERS -
CONCRETE/MASONRY
13/4"MIN. _ I _ MIN EDGE DISTANCE
�1
SEALANT BETWEEN
BY OTHERS
EMBEDMENT f SEE TABLE
CONCRETE/ MASONRY & 2X
WOOD BUCK BY OTHERS
VERTICAL SECTION
/1 \ CONCRETE/
MASONRY BY OTHERS
5 SILL - CONCRETE
EXTERIOR
O.A.
DOOR
HEIGHT
METAL STUD
FRAMING BY OTHERS
q' MIN. EDGE DISTANCE
3 THREADS
r
MIN. PENETRATION
BEYOND METAL FRAMING
3/8" MAX.
SHIM SPACE
1 25 INTERIOR
SEE GLAZING
v DETAILS SEE
VERTICAL SECTION SHEET
% HEAD - METAL STUD FRAME
EXTERIOR
INTERIOR
SEE GLAZING
DETAILS SEE
SHEET
�^ 17 (DOUBLE DOORS ONLY)
1-1/2" MIN.
EMBEDMENT
#10 WOOD SCREW
NSTALLATION
ANCHOR
• ° 3/4"MIN
.. .. .. , .. EDGE DISTANCE
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10' DOORS ADDED
TM
4.30.14
STH FBC CODE CHANGE
SM
4.10.15
5TH FBC CODE CHANGE
FIR
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 SITE CONDITIONS
CAUSE INSTALLATION TO
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REQUIREMENTS DETAILED HEREIN, A LICENSED
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PEPE CERT. OF AUTHORIZATION No. 29578
FL #:
FL14320
DATE: 07.23.19
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BILL OF MATERIALS
NO,
DESCRIPTION
MATERIAL
MANUFACTURER
1
FRAME HEAD/SIDE JA MB
WOOD
ANDERSEN
2
PAN EL STI HE
WOOD
ANDERSEN
3
PAN EL TOP RA IL
WOOD
ANDERSEN
4
PANEL BOTTOTM RAIL
WOOD
ANDERSEN
5
HEAD/J A MB CLADDI NG
FIBERGLASS
ANDERSEN
6
EXT. HEAD/JAMB CLADDING
FIBERGLASS
ANDERSEN
7
FRAME SILL
FIBERGLASS
ANDERSEN
8
EXT FRAMESILL
FIBERGLASS
ANDERSEN
9
(NOTUSED)
-
-
10
DROP CHANNEL
ALUMINUM 6063-T5
ANDERSEN
it
FLANGE
PVC
ANDERSEN
12
HINGE
STEEL
ANDERSEN
13
PANEL GLAZING STOP
WOOD
ANDERSEN
14
WEATHERSTRIPPING
SANTOPRENE
ANDERSEN
15
BOTTOM RAILCLADDING
ALUMINUM 6063-T5
ANDERSEN
16
SILL COVER
PVC
ANDERSEN
17
SILLBRACKET
STAINLESS STEEL
ANDERSEN
18
3PT. LOCK SYSTEM
STEEL
ANDERSEN
19
5PT. LOCK SYSTEM
STEEL
ANDERSEN
20
PASSIVE LOCK SYSTEM
STEEL
ANDERSEN
21
HANDLE
-
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22
WEATHERSTRIPPING (HEAD)
PVC
ANDERSEN
23
2PC. ASTRAGAL
FIBERGLASS
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24
2 PC. ASTRAGALTRIM
FIBERGLASS
ANDERSEN
25
MONOGLAZINGSTOP
WOOD
ANDERSEN
26
PANEISTOP
WOOD
ANDERSEN
27
1 4PT LOCK SYSTEM
STEEL
ANDERSEN
OHEAD/JAMB FRAME CLADDING
FIBERGLASS
TYP. WALL THICKNESS 0.082"
4.195"
�2.061"
t
10 DROP CHANNEL 11 FLANGE
ALUMINUM 6063-T5 PVC
1.zz8"
0.938" �{
OSILL COVER
16 PVC
1.056"
0.558" �{
OFRAME HEAD/SIDE JAMB O PANEL STILE
WOOD WOOD
4.242" � � 4.438"
1.719"
1.01
OPANEL TOP RAIL O PANEL BOTTOM RAIL
WOOD WOOD
4� 4.438"
1.719"
OEXTENDED HEAD/JAMB FRAME CLADDING
6 FIBERGLASS
TYP. WALL THICKNESS 0.082"
TYP. WALI-THICKNESS0.05'
1.969"
�{ 0.547"
1�
SILL BRACKET
STAINLESS STEEL
TYP. WALL THICKNESS 0.05"
0.250"
_2 n
I1.071"
-►{
SEE ADDITIONAL DETAIL, SHEET 8
Fes- 6.195'
2.061"
13 PANEL/GLAZING STOP
WOOD
0.500" -�{ � 0.875"
23 2 PC. ASTRAGAL
FIBERGLASS
TYP. WALL THICKNESS 0.100"
5"
8.594"T1 HS/Ex
1.719"
OFRAME SILL
FIBERGLASS
TYP. WALL THICKNESS 0.090"
6.170"
2.172"
14 WEATHERSTRIPPING
104
SANTOPRENE (DUROMETER: 70)
TYP. WALL THICKNESS0.047"
0.893"
0.384"
24 2 PC. ASTRAGAL TRIM
FIBERGLASS
TYP. WALL THICKNESS 0.075"
J- 0.437"
OEXTENDED FRAME SILL
FIBERGLASS
TYP. WALL THICKNESS 0.090"
8.170"
2.172"
a A
15 BOTTOM RAIL CLADDING
ALUMINUM 6063-T5
0.991"
0.753"
OMONO GLAZING STOP
25 WOOD
0.734" -1 d7i
0.875"
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26 WOOD
0.500" -►{ � 0.875"
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10'DOORS ADDED TM .30.14
5TH FBC CODE CHANGE SM 4.10.151
6TH FBC CODE CHANGE HR 8.9.17
7TH FBC CODE CHANGE SR 3.18.210
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 ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT
0
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fB�VM �a0 S, INS
398 E. DANIA BEACH BLVD. j 338
DANIA BEACH, FL 33004
PEPE CERT. OF AUTHORIZATION No. 29578
FL #:
FL14320
DATE: 07.23.19
DWG. BY: CHK. BY:
CL I HFN
SCALE: NTS
DWG.#: AWD128
SHEET:
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