HomeMy WebLinkAboutAWD021_A Series FWHD_Impact_FL14320 2015 Andersen,
ANDERSEN CORPORATION
WINDOWS-DOORS
A-SERIES INSWING DOOR - IMPACT 100 FOUR N55W3-109
100 O URTH VE NORTH
INSTALLATION NOTES: PH:(651)264-5150 FX:(651)264-5485
m
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR GENERAL NOTES'. m Y
LOCATION SHOWN,UNLESS OTHERWISE STATED. N Ci V $
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED Zoo
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM TO COMPLY WITH THE 5TH EDITION FLORIDA BUILDING CODE O aZ m
p ~j M
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. (FBC),2012 INTERNATIONAL BUILDING CODE AND 2012 N O Z w
INTERNATIONAL RESIDENTIAL CODE INCLUDING HVHZ AND HAS Hw4 O, ¢ZO O w
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE BEEN EVALUATED ACCORDING TO THE FOLLOWING: w2<�+ �¢_
OF±1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT TAS 201-94 ¢3 Z V� mw
DETAIL(I.E.,WITHOUT CONSIDERATION OFTOLERANCES). • TAS 202-94 �n w 2 m Z H¢4 m
TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION • TAS 203-94 HZ4 w H Q Z¢
ANCHOR TO THE NEXT. AAMA/WDMA/CSA 101/I.S.2/A440-05/08 W —I¢Z
• ASTM E 1886-02/05 LU a m tL
4. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY,OR • ASTM E 1996-02/12 w m a
DIRECTLY INTO CONCRETE/MASONRY,USE 3/16 INCH OR 1/4 INCH ITIN F M d
a TAPCON OF SUFFICIENT LENGTH TO ACHIEVE 1314 INCH MINIMUM 2. ADEQUACY OFTHE EXISTING STRUCTURAL CONCRETE/MASONRY,
EMBEDMENT. 2X AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING
SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED < N m
5. FOR INSTALLATION INTO 2X BUCK USE#10 WOOD SCREW OF PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF
SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF p O
INTO WOOD SUBSTRATE. INSTALLATION.
TABLE OF CONTENTS
6. FOR INSTALLATION THROUGH METAL FRAME USE#10 SELF-TAPPING 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND
SCREW OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE SHEET REVISION SHEET DESCRIPTION v/
PENETRATION BEYOND METAL FRAME SUBSTRATE. STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE Z
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR1 C GENERAL AND INSTALLATION NOTES 19
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, THE PROJECT OF INSTALLATION. Z
INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND 2 B ELEVATION AND ANCHOR LAYOUT H Z :Ew
SIDING. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND 3 g ELEVATION AND ANCHOR LAYOUT ,/� FO Ow
MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE.IF v I F- Z p o
8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE 4 B PRESSURE TABLES&GLAZING DETAILS �--� n- ¢ w O
OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR v
RESISTANT COATING. ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE 5 B VERTICAL SECTIONS wN N T
WITH THIS DOCUMENT. w p a Z
6 8 HORIZONTAL SECTIONS L3 V O O
9.FOR GROUT FILLED BLOCK,DO NOT
INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. S. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED TO 7 B COMPONENTS AND BILL OF MATERIALS m p a
EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF PROTECTTHIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. w w
8 MORTAR JOINT INTO FACE SHELLOF BLOCK. 8 B LOCK COMPONENT DETAILS 0 F
6. DOOR FRAME MATERIAL: PONDEROSA PINE OR EQUIVALENT tv
10. INSTALLATION ANCHORS SHALL BE INSTALLED IN WITH FIBERGLASS CLADDING, O
ACCORDANCE WITH ANCHOR MANUFACTURER'S (MIN SG=0.40) Z ¢ m u
INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN m
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. `%%
eSPECIFIED BY THE ANCHOR MANUFACTURER. SEE SHEET4 FOR GLAZING DETAILS. ♦♦♦♦ O••'••a�.���
WATER RATING MISSILE IMPACT RATING
11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS 8. DESIGNATIONS"X"AND"0"STAND FOR THE FOLLOWING: ♦ °i =_
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE X:OPERABLEPANEL •• 'QA
FOLLOWING PROPERTIES: 0:FIXED PANEL W/WATER LARGE AND SMALL �c
A. WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. INFILTRATION MISSILE IMPACT RATED LL 1 ~
B' CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 9. CUSTOM SIZES AVAILABLE UPON REQUEST.CUSTOM DESIGN
C. GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 PRESSURE WILLBEASSIGNED EQUALTO NEXT LARGER STANDARD y
WITH MINIMUM COMPRESSIVE STRENGTH OF 1924 PSI AND SIZE �i�v�••. .�m
GROUT CONFORMS TO ASTM C476,MINIMUMGROUT �j ••"
COMPRESSIVE STRENGTH OF 2000 PSI. 10.IN ACCORDANCE WITH THE CURRENT FBC,WOOD COMPONENTS
E D. HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A
s C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 1924 PSI, DURABLE SPECIES. Lu•-+ mJ
E. STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM WALL H Z J m Z
y z ¢F
THICKNESS OF 33 MIL(0.033"or 20 GAUGE).MIN.1/2"EDGE 11.IN ACCORDANCE WITH THE CURRENT FBC,DISSIMILAR METALS 3 h =2 'j Z
DISTANCE. INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH O p O
e F. ALUMINUM-MINIMUM I/8"THICKNESS.(6063-T5) ALUMINUM UNIT FRAMING SHALL BE PROTECTED. [MG#:
Digitally signed by Hermes F.Norero,P.E.
y Reason:I am approving this document A WD021
SHEET:
Date:2015.04.20 18:23:21 -04'00' q OF 8
1
ACTIVE DOOR LEGEND(X)
UNIT MAX. UNIT MAX. Andersen.,
WIDTH 38. WIDTH 38. X=ONE(1)ANCHOR ND R HINGE PLATE
ACTIVEE ACTIVEE O=ANCHORS THRU END RECEIVER �
-WOOD OR METAL:THREE(3)
PANEL MAX. PANEL MAX. -CONCRETE/MASONRY:TWO(2)
WIDTH 35.10" WIDTH 35.10"
D.L.O.MAX. D.L.O.MAX. -F=ANCHORS THRU CENTER RECEIVER WINDOWS-DOORS
WIDTH 26.874" WIDTH 26.874" ( SEE TABLE SEE TABLE WOOD OR STEEL:FOUR(4)
B C B C I I BELOW BELOW -CONCRETE/MASONRY:DOOR LEG:TWO) BAYPO T100 R MN 55003-1096
5 5 5 5 I TH AVE NORTH
STATIONARY DOOR LEGEND(0) PH:(651)264-5150 FX:(651)264-5485
=FOR CONCRETE/MASONRY „
INSTALLATIONS,ONLY 1/4"ITW m Y
TAPCONS MAY BE USED IN ACCORDANCE
WITH EDGE DISTANCE REQUIREMENTS Z.o
IN TABLE BELOW.FOR WOOD OR METAL
SEE TABLE SEE TABLE INSTALALTION5,REFER TO APPLICABLE w a Z O a= x
/ BELOW BELOW DETAILS AND INSTALLATION NOTES 5 N p Z e O
F ADOO END RECEIVER d'
FOR DOORS OVER &6,SHEET 1,RESPECTIVELY h H 'o w
/ 8'IN HEIGHT3 G O CD m Q
Q N W z
V m H m
H W Q Q QZ
UNIT / UNIT *MIN.EDGE DISTANCES O H 3< v
MAX. MAX. ANCHOR CONCRETE CMU J a m LL' "
HEIGHT E F HEIGHT H X 0 1/4"TAPCON 21/8" 31/2" H a rn i
119.500" 6 "X" 6 119,500" 6 O" *MIN.EDGE DISTANCES FOR I- M
INSTALLATION OF STATIONARY DOORS
PANEL MAX. PANEL MAX. ONLY N o
HEIGHT \ HEIGHT a N o
116.469" 116.469"
D.L.O MAX. 16\ 01.0 MAX.
m
HEIGHT HEIGHT
103.437" A\ 103.437" A
SEE TABLE SEE TABLE
5 5 w BELOW BELOW 0
/\ F-1 oAl w
HZ w
r ELEVATION ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT Lu 0
OPERABLE STATIONARY m °o
U
s ANCHOR SCHEDULE o
a HEAD JAMBS o
Z e m
SIZE MIN.ANCHOR MIN.ANCHOR MIN.ANCHOR ``` n
CONFIGURATION MAX.FROM CORNER MAX.O.C. ANCHOR MAX.FROM CORNER QUANTITY AT �% �c b
(IN.) QUANTITY AT QUANTITY AT ��` �O
s (IN.) (IN.) QUANTITY (IN.) STATIONARY
HINGE JAMB LOCK JAMB JAMBS O•
_ 38.125 X 119.Fl X or 0 19.1 N/A 1 8.0,34.0,&MIDSPAN 10 13 5 Lc
38.125 X 95.5 X or 0 19.1 N/A 1 8.0&34,0 1 8 1 10 14
38.125 X 82.30 X or O 19.1 N/A 1 8.0&MIDSPAN 1 6 9 3
38.125 X 79.50 X or 0 1 19.1 1 N/A I 1 1 8.0&MIDSPAN 1 6 1 9 1 3
NOTE:
1) ANCHOR SCHEDULE REFLECTS MINIMUM NUMBER OF ANCHORS REQUIRED,TOTAL QUANTITY MAY VARY DEPENDING ON LEGEND p T I 3.{I w
REQUIREMENTS. Hw v m Q m Z n
2) HINGE REQUIREMENTS-DOORS GREATER THAN 8'IN HEIGHT SHALL UTILIZE 5 HINGES,DOORS GREATER THAN 6'-10 3/8"IN o 3 y =2 u Z
HEIGHT SHALL UTILIZE 4 HINGES,AND DOORS EQUAL TO OR LESS THAN 6'40 3/8"SHALL UTILIZE 3 HINGES. o
e 3) RECEIVER REQUIREMENTS-ALL DOORS UTILIZE CENTER RECEIVER BASKET,DOORS GREATER THAN 8'TALL SHALL UTILIZE 3 END DWG#:
RECEIVERS,DOORS EQUAL TO OR LESS THAN 8'TALL SHALL UTILIZE 2 END RECEIVERS(TOP&BOTTOM)
AW0021
/0O
SHEET: 2 of 8
Andersen.,
UNIT MAX.
WIDTH 75.25" ®1®101®�•
ACTIVE D.L.O.MAX.
PANEL MAX. WIDTH 26.874"
WIDTH 35.10" WINDOWS-DOORS
B C SEE TABLE A SEE TABLE DETAIL 100 FOURTH AVE NORTH
I� AAYPORT,MN 55003-1096
5 5 BELOW I BELOW HEAD JAMB RECEIVER PH:(651)264-5150 FX:(651)264-5485
SEE LEGEND BELOW FOR QTY
m 4 m Y
SEE TABLE DOOR LEGEND(XX) 1% Z>o
BELOW 0 a
x=ONE(1)ANCHOR THRU HINGE PLATE w 0 e O a co
ANCHORS THRU HEAD RECEIVER 0 0 _
/ \ SEE DETAIL'A'ABOVE h H w
-WOOD OR METAL:FIVE(5) <3 >M j, V' O0 w
-CONCRETE/MASONRY:FOUR(4) Z W m N
Z H�° c
H W Z Q Q Z
UNIT + ANCHORS THROUGH SILL Lu H Z
MAX. / G \ F BRACKET(S),SEE DETAIL'S'BELOW Lu a m ui o a
HEIGHT 6 6 HLu
f 119.500" "X" "X" v 'X'
m
(1)ADDITIONAL (1)ADDITIONAL
PANEL MAX. HINGE FOR DOORS HINGE FOR DOORS N o
HEIGHT OVER 8'IN HEIGHT OVER 8'IN HEIGHT ¢ N m
116.469"
D.L.O MAX. \ / (4)ANCHORS FOR m
HEIGHT \ / WOOD OR METAL
103.437"
A
5 0
H z
o Z
(2)ANCHORS FOR u'
CONCRETE/MASONRY H o
ELEVATION ANCHOR LAYOUT DETAIL B w
W a
w <
e SILL BRACKET o
SEE ABOVE FOR m o
ANCHOR QUANTITIES U-
e 0 0
N
a ANCHOR SCHEDULE o
HEAD/SILL JAMBS Z e
-a SIZE CONFIGURATION MAX.FROM CORNER MAX.O.C. ANCHOR MAX.FROM CORNER MIN.ANCHOR `�%J��O••,*
g (IN.)
(IN.) (IN.) QUANTITY (IN.) QUANTITY AT
HINGE JAMBS O• r` 'aM
75.25 X 119.50* XX 17.75 MIDSPAN 3 8.0,34.0,&MIDSPAN 10 LL
75.25 X 95.50* XX 17.75 MIDSPAN 3 8.0&34.0 8 y
75.25 X 82.38* XX 17.75 MIDSPAN 3 8.0&MIDSPAN 6
75.25 X 79.50* XX 17.75 MIDSPAN 3 8.0&MIDSPAN 6
NOTE: m Q m,Z 63
1) FOR SILL ANCHORAGE SEE LEGEND ABOVE.ALTERNATIVELY,THE CONTINUOUS REMODEL CLIP(ITEM#30)MAY BE UTILIZED WITH FASTENERS FROM CLIP TO ~o Z Y u-
SUBSTRATE 3"FROM CORNERS A 6 7/8"MAX.O.C.PLEASE REFER TO DETAIL A/5 FOR REQUIREMENTS OF INSTALLATION. o`O 3 y v v0i z
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, DWGA W DO Z Z
AND DOORS EQUAL TO OR LESS THAN 6'-10 3/8"SHALL UTILIZE 3 HINGES.
SHEET: 3 OF 8
A-SERIES INSWING DOOR UNITS WITH DROP-NOSE SILL(ITEM 30)
Andersen.,
HEIGHT WIDTH DESIGN PRESSURE(PSF)
CONFIGURATION (IN.) (IN.) GS G2 63
POS. NEG. POS. NEG. POS. NEG.
XX 79.50 75.25 65D 80.0 65.0 80.0 - - WINDOWS-DOORS
8 O XX 82.38 75.25 65.0 80.0 65.0 80.0 - -
XX 95.50 63.25 65.0 80.0 65.0 80.0 - - 100 FOURTH AVE NORM
l� _ _ B)264-5,MN 55W3-1096
6
XX 95.50 75.25 65.0 80.0 65.0 80.0 PH:(651)264-5350 FX:(653)2fi4-5485
XX 101.50 75.25 62.8 77.6 - - 62.8 77.6 m
XX 107.50 75.25 60.2 75.2 60.2 75.2 ro y
XX 113.50 75.25 53.8 68.8 - - 53.8 68.8 o v
XX 119.50 75.250 50.0 65.0 - - 50.0 65D �
10 X or O 79.50 38.125 65.0 80.0 65.0 80.0 - _ w <F o
Owe vimJ a
J W =
X or 0 82.38 38.125 65.0 80.0 65.0 80.0 - - �O�a ��W= LL
X or O 95.50 32.125 65.0 80.0 65.0 80.0 - - N H Z 0 w v
X or O 95.50 38.125 65.0 80.0 - - 65.0 80.0 ¢v3)j G m Z<m a
X or O 101.50 38.125 65.0 77.5 - - 65.0 77.5 H V) p Z
e
X or O 107.50 38.125 65.0 75.0 - - 65.0 75.0 w -)<Z M
X or O 113.50 38.125 1 65.0 72.5 - - 65.0 72.5 Lu a m Wi a a
X or O 119.50 38.125 1 65.0 70.0 - - 65D 70.0 � LU
F a M
A-SERIES IN5WING DOOR UNITS WITHOUT DROP-NOSE SILL(ITEM 10) w
HEIGHT WIDTH DESIGN PRESSURE(PSF) F-
N
CONFIGURATION (IN.) (IN.) G1 G2 G3 o
P05. NEG. POS. NEG. P05. NEG.
XX 79.50 75.25 45D 80.0 45.0 80.0 m
7 8 XX 82.38 75.25 45D 80.0 45.0 80.0 - -
XX 95.50 63.25 45.0 80.0 45.0 80.0 - -
XX 95.50 75.25 45.0 80.0 - - 45.0 80.0 O
XX 101.50 75.25 45D 77.6 - - 45.0 77.6
XX 107.50 75.25 45.0 75.2 - - 45.0 75.2 �--� Z
p w
XX 113.50 75.25 45.0 68.8 - - 45.0 68.8 u'
XX 119.50 75.250 45.0 65.0 - - 45.0 65.0 �--� = o
X or O 79.50 38.125 45.0 80.0 45.0 80.0 - - > V 'j p
w
X or O 82.38 38.125 45.0 80.0 45.0 80.0 - - w N o N
X or O 95.50 32.125 45.0 80.0 45.0 80.0 - - NOTE: ALL PRESSURES MEET a o 0
X or O 95.50 38.125 45.0 80.0 - - 45.0 80.0 WATER INFILTRATION � O
X or O 101.50 38.125 45.0 77.5 - - 45.0 77.5 REQUIREMENTS L �
s X or O 107.50 38.125 45.0 75.0 - - 45.0 75D 0
X or O 113.50 38.125 45.0 72.5 45.0 72.5 N
X or O 119.50 38.125 45.0 70.0 - - 45.0 70D O < m
Z
3/4"O.A.I.G.LAMINATED GLASS 7/8"O.A.I.G.LAMINATED GLA55 m
e 1/2"O.A.LAMINATED GLA55 CONSI5TING OF: CONSISTING OF: `%% O
e CONSISTING OF: 5/32"TEMPERED GLA55, 5/32"TEMPERED GLA55, -1 ..
..•• ••.,,��
7/32"ANNEALED GLA55, 5/16"STAINLESS STEEL SPACER, 5/16"STAINLESS STEEL SPACER, 0• °•�_
0.090"PVB INTERLAYER BY DUPONT, 3/32"ANNEALED GLA55 5/32"ANNEALED GLASS :6
7/32"ANNEALED GLASS 0.090"PVB INTERLAYER BY DUPONT, 0.090"PVB INTERLAYER BY DUPONT, L ;
3/32"ANNEALED GLASS 5/32"ANNEALED GLA55 N -
EXTERIOR DOW 9-1350 EXTERIOR DOW 9-1350 EXTERIOR DOW 9-1350 '�y�'d'•,
SILICONE SILICONE + SILICONE
1 SE2"STAPLES
1/4"X 1-1/2"STAPLES 1/4"X 1-1/2"STAPLES
18&A.&ALV. 18 GA.GALV. ivm
( (18 GA.GALV. ( 2 co 1 w
5 MIN.GLA55 STEEL @ 8"O.C.) MIN.GLA55 STEEL @ 8"O.C.) STEEL @ 8"O.C.) F co): Z't Y z
BITE 9/16" BITE 9/16" INTERIOR MIN.GLA55 a 3 ti =2 v Z
e INTERIOR BITE 9/16" INTERIOR DWG#: O V)
y GLAZING DETAIL 1 GLAZING DETAIL 2 GLAZING DETAIL 3 AW0021
ALL GLAZING MEETS SAFETY GLAZING REQUIREMENTS OF THE FBC SHEET: /� OF
'7
SEALANT BETWEEN
CONCRETE/MASONRY&2X CONCRETE/MASONRY Andersen.,
WOOD BUCK BY OTHERS BY OTHERS #10 SELF-TAPPING SCREW
2X WOOD BUCK INSTALLATION ANCHOR METAL STUD
FRAMING BY OTHERS
BY OTHERS 3/4"MIN EDGE DISTANCE SHEATHING
SEALANT BETWEEN 1-1/2"MIN.EMBEDMENT BY OTHERS 3 THREADS
FIN&2X SEALANT BETWEEN MIN.PENETRATION wlxoows•o0'ORS
WOOD BUCK " #10 WOOD SCREW FIN&SHEATHING
INSTALLATION ANCHOR BEYOND METAL FRAMING 100 FOURTH AVE NORTH
EXTERIOR FINISH EXTERIOR FINISH BAYPORT,MN 55003-1096
BY OTHERSBY OTHERS 1/4"MAX. PH:(651)264-5150 FX:(651)264-5485
PERIMETER SEALANT PERIMETER SEALANT SHIM SPACE m
BY OTHER BY OTHERS � � 60
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1/4"MAX. `� a Z FzH
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5 HEAD-2X WOOD FRAME *MIN.EDGE DISTANCES HEAD-METAL STUD FRAME
ANCHOR CONCRETE CMU z
3/16"TAPCON 2 1/8" 2 3/8" O
13 1/4"TAPCON 2 1/8" 2" H Z
*5EE SHEET 2 FOR ALTERNATE EDGE O LU
DISTANCE FOR INSTALLATION OF / v I r Z o
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14 CONTINUOUS SILL CLIP W/ PERIMETER SEALANT ~14 8 UI _
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10 POLYURETHANE :• 6
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30 (DOUBLE DOORS ONLY) BY OTHERS F-1�� EMBEDMENT
SET SILL IN BED OF SET SILL IN BED OF #10 WOOD SCREW p I'D
SEALANT OR WET CEMENT ITW TAPCON F Q Z J
INSTALLATION SEALANT NSTALLATION W m m
ANCHOR 2X WOOD BUCK BY OTHERS ANCHOR ¢Q 3 ti == v Z
CONCRETE/MASONRY 13/4"MIN. •� MIN EDGE DISTANCE SEALANT BETWEEN3/4"MIN p p v V)
e BY OTHERS EMBEDMENT SEE TABLE CONCRETE/MASONRY&2X .. .. r••r EDGE DISTANCE DWG#:
OOD
VERTICAL SECTION YVMASONRKBYOTHERS
CONCRETE/MASONRY BY OTHERS VERTICAL SECTION AW0021
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5 SILL-CONCRETE 5 SILL-2X WOOD FRAME SHEET: OF
B
3 THREADS MIN. 1/4"MAX. SHI/4"PAC5, 3/4"MIN.
Andersen
PENETRATION BEYOND SHIM SPACE INTERIOR 13 2 12 1 EMBEDMENT
METAL FRAMING CONCRETE/MASONRY �
METAL STUD INTERIOR S OTHERS
FRAMING BY OTHERS 1 18 2 SEALANT BETWEEN WINDOWS-DOORS
13 CONCRETE/MASONRY A IX
WOOD BUCK BY OTHERS 100 FOURTH AVE NORTH
BAYPORT,MN 55003-1096
#10 SELF-TAPPING SCREW 1X WOOD BUCK PH:(651)264-5150 FX:(651)264-5485
INSTALLATION ANCHOR BY OTHERS A
m
ITW TAPCON ro y
14 INSTALLATION ANCHORz Z .V
(THROUGH HINGE) o o
IT TAPCON O vi m
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DETAILS INSTALLATION ANCHOR Z j = LL
14 6 (SEE TABLE) LOU H < O w
SHEATHING 5 EXTERIOR MIN.EDGE ¢ o Z<m a
BY OTHERS �SEE GLADETAILSZING i' DISTANCE H a o Z H a
SEALANT BETWEEN 11 SEE TABLE w o Uj< a
FIN&SHEATHING EXTERIOR 11 _ FJ w m m a V
SEALANT BETWEEN
EXTERIOR FINISH I� OORDOOR �I FIN&IX WOOD BUCK
BY OTHERS WIDTH WIDTH EXTERIOR FINISH L1-'
PERIMETER SEALANT E HORIZONTAL SECTION F HORIZONTAL SECTION BY OTHERS o N
BY OTHERS 6 PERIMETER SEALANT JAMB-METAL STUD 6 JAMB- WOOD BUCK BY OTHERS
CONCRETE/MASONRY
TE/MASONRY
1/4"MAX. INTERIOR
*MIN.EDGE DISTANCES z
1112"MIN. SHIM SPACE 2 ANCHOR ICONCRETE CMU O
EMBEDMENT 1 13 3/16"TAPCON 2 1/8" 2 3/8" H Z
�_ 1/4"TAPCON 2 1/8" 2" � Z o
*SEE SHEET 2 FOR ALTERNATE EDGE H
2X WOOD DISTANCE FOR INSTALLATION OF o
FRAMING BY OTHERS STATIONARY DOORS V) 0 0
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#10 WOOD SCREW v p
INSTALLATION ANCHOR / LL
s SEE GLAZING 2 INTERIOR 2 SEE GLAZING o a
14 DETAILS 25 20 24 19 13 DETAILS
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3/4"MIN. SEE GLAZING Z
DETAILS
EDGE DISTANCE ` %
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SHEATHING D O
BY OTHERS
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BY OTHERS DOOR EXTERIOR ',iy *pFtO���`
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AW0021
SHEET: 6
OF 8
BILL OF MATERIALS
NO. DESCRIPTION MATERIAL MANUFACTURER Andersen.
1 FRAME HEAD/SIDE JAMB WOOD ANDERSEN
2 PANEL STILE WOOD ANDERSEN O FRAME HEAD/SIDE JAMB O PANEL STILE
3 PANEL TOP RAIL WOOD ANDERSEN 1 WOOD 2 WOOD
4 PANEL SOTTOTM RAIL WOOD ANDERSEN
5 HEAD/JAMB CLADDING FIBERGLASS ANDERSEN W 1 N U o W s•o 0 o R s
6 EXT.HEAD/JAMB CLADDING FIBERGLASS ANDERSEN
7 FRAME SILL FIBERGLASS ANDERSEN 4.242" 4.438"
8 EXT.FRAME SILL FIBERGLASS ANDERSEN 100 FO T,M AVE Noon{
BA264-51 MN X:(651)26
PH:(651)264-5150 FX:(651)2645485
9 (NOT USED) - - �
10 DROP CHANNEL ALUMINUM 6063-T5 ANDERSEN 1.719" m
11 FLANGE PVL ANDERSEN ^'1
12 HINGE STEEL ANDERSEN Z#o S
13 PANEL GLAZING STOP WOOD ANDERSEN p Z, H 5.m Z,
14 WEATHERSTRIPPING SANTOPRENE ANDERSEN 1.016" N O<N m m
15 BOTTOM RAIL CLADDING ALUMINUM 6063-T5 ANDERSEN O PANEL TOP RAIL O PANEL BOTTOM RAIL
16 SILL COVER PVC ANDERSEN WOOD WOOD w Z w<
17 SILL BRACKET STAINLESS STEEL ANDERSEN 7O LL lD m
IB 3 PT.LOCK SYSTEM STEEL ANDERSEN 4.438" 8.594" O m z H m
19 5 PT.LOCK SYSTEM STEEL ANDERSEN ~I H O LU p Z Z
20 PASSIVE LOCK SYSTEM STEEL ANDERSEN ° H p Z
21 HANDLE - ANDERSEN 1.719" 1.719" "c m w p a
22 WEATHERSTRIPPING(HEAD) PVC ANDERSEN (F- LU
23 2PC.ASTRAGAL FIBERGLASS ANDERSEN
24 2 PC.ASTRAGAL TRIM FIBERGLASS ANDERSEN
25 MONO GLAZING STOP WOOD ANDERSEN
26 PANEL5TOP WOOD ANDERSEN q N OM
27 4 PT.LOCK SYSTEM STEEL ANDERSEN a Ili
0
28 6 PT.LOCK SYSTEM STEEL ANDERSEN
29 PASSIVE LOCK SYSTEM STEEL ANDERSEN m V
30 REMODEL CLIP STEEL ANDERSEN '^
OHEED/ASMB FRAME CLADDING O EXTENDED RHEAD/JAMB FRAME CLADDING O FIBERGLASS
TYP.
ILL O EXTENDED FRAME SILL z
FIBERGLASS Z
TYP.WALL THICKNESS 0.082" TYP.WALL THICKNESS 0.082" TYP.WALL THICKNESS 0.090" I--I w
TYP.WALL THICKNESS 0.090" O
6.170" 8.170" ¢ w
Imo- 4.195" -� 6.195" ;
Lu v o
57,2.172" w w 2.061" 2 o o ac
U LLLJJJ 1 m °o
L, p
0 0
$ 10 DROP CHANNEL 11 FLANGE 13 PANEL/GLAZING STOP 14 WEATHERSTRIPPING 15 BOTTOM RAIL CLADDING ~
ALUMINUM 6063-T5 PVC WOOD SANTOPRENE(DUROMETER:70) ALUMINUM 6063-T5 Z ¢ m
TYP.WALL THICKNESS 0.05" TYP.WALL THICKNESS 0.047"
e 1.969" 0.500" 0.893" �%%
1.228" 0.875" 0.991" ��% �0
..........
�� i
I 0.753"
0.938" �{ <�
0.547" 0.384" LL . F
g 16 SILL COVER 17 SILL BRACKET 23 2 PC.ASTRAGAL 24 2 PC.ASTRAGAL TRIM 25 MONO GLAZING STOP 26 PANEL STOP u>�:, ~
PVL STAINLESS STEEL FIBERGLASS FIBERGLASS WOOD WOOD
TYP.WALL THICKNESS 0.05" TYP.WALL THICKNESS 0.100" TYP.WALL THICKNESS 0.075"
1 0.250^
1.056" ��l ffE36� 0.437" 0.734" jr 0.875" 0.500" �r 0.875' o T �itW
I�11 m Z J V1
0.558" 3Z
1.071" � 5"
1.911" DWG#:
SEE ADDITIONAL DETAIL,SHEET 8 A W 0021
SHEET
3.192" : C
O
7 1 8
ACTIVE SINGLE DOOR(8'OR LE551 ACTIVE DOUBLE DOOR(8'OR LE55) PASSIVE DOUBLE DOOR(8'OR LE55) ACTIVE SIN6LE DOOR(ABOVE B') ACTIVE DOUBLE DOOR(ABOVE 8') PASSIVE DOUBLE DOOR(ABOVE 8')
18 3s PT.LOCK SYSTEM 19 STPETELLOCK SYSTEM 2O SAEELIVE LOCK SYSTEM 27 4SP E�LOCK SYSTEM 28 6 PT.LOCK SYSTEM 29 PEEL ASSIVE LOCK SYSTEM Andersen.
11 11 11 11 11
0 0 0 0 0
1 1 11
wlaoows•000es
e II o
I
100 FOURTH AVE NORTH
BAYPORT,MN 55003-1096
PH:(651)264-5150 FX:(651)2645485
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11 11 m F
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O I O O Z
w
Al H p Q w
= o
O SILL BRACKET O REMODEL CLIP m p Uj � w V)
r 17 STAINLESS STEEL 3O STEEL-CONTINUOUS e ❑ ° 0 LU
LU p o
TYP.WALL THICKNESS 0.05"
®
II o
tL
T.
4.5" � O 0 0
E;
M 3.25" o e ❑ O
1.75" •® Z Q m
0.5" 0.055" 0.374" o % I���
%%
0
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ro p-
0.25" foOI 0 `
I 1 LL
11 O .,,�••., ,
W m ZV)3lt4,l
YS Uz
0
DWG#:
AW0021
SHEET: 8
OF 8