HomeMy WebLinkAboutFL11120_R14_II_JELD0107_RevB (WINDOW)a I a
of of
JELD-WEN
FREMIUMATLANTICALUMINUM 6100 SINGLE HUNG WINDOW, LMI
/1VST9LLAT/OA' M'CHOHACE DETAILS
GENERAL NOTES:
INSTALLATION NOTES:
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE CURRENT FLORIDA BUILDING CODE 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
(FBC) AT THE DESIGN PRESSURE(S) STATED HEREIN. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED 1.1. HEAD INSTALLATION ANCHOR MAYBE ANGLE AS NEEDED TO ALLOW INSTALLATION. SEE
TEST REPORT # NCTL-210-3209-4, DATED 08/14/07, NCTL-210-3466-1, DATED 08/17/07 AND ASSOCIATED LABORATORY STAMPED DRAWINGS SHEET 3, SECTION E.
AND WERE TESTED IN ACCORDANCE WITH CURRENT HVHZ PROTOCOLS.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE BE USED FOR PRODUCT INSTALLATION.
OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR
ARCHITECT OF RECORD. 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM
ALLOWABLE SHIM SIZE IS 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.
3. 1X PT BUCKS AND 2X PT WOOD FRAMING (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
4. IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION REQUIREMENTS EXIST, USE OF AN APPROVED MIAMI DADE IMPACT PROTECTIVE
SYSTEM IS NOT REQUIRED.
5. MATERIALS:
5.1 WINDOW FRAME MATERIAL: ALUMINUM ALLOY: 6063-T5 (FRAME HEAD, SILL, JAMB)
5.2 LAMINATED GLASS INTERLAYERS:
5.2.1 CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE (NOA) FOR DUPONT SENTRYGLAS INTERLAYER
5.2.2 CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE (NOA) FOR DUPONT BUTACITE PVB INTERLAYER
6. GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04e1.
7. DESIGNATIONS "X" AND "O" STAND FOR THE
FOLLOWING: X: OPERABLE PANEL AND O: FIXED PANEL
8. IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE, WOOD BUCKING SHALL HAVE BEEN PRESERVATIVE
TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN THE FLORIDA BUILDING CODE.
IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE, DISSIMILAR
METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT
WITH ALUMINUM WINDOW FRAMING WOOD SHALL HAVE BEEN
PROTECTED AS DEFINED IN THE FLORIDA BUILDING CODE.
DESIGN PRESSURE RATING (PSF)
IMPACT RATING
LARGE MISSILE
+60.0 / -60.0
IMPACT
TABLE OF CONTENTS
SHEET
SHEET DESCRIPTION
1
GENERAL & INSTALLATION. NOTES, DP
CHART AND ANCHOR SCHEDULE
2
ELEVATION & ANCHOR LAYOUTS
3
VERTICAL AND HORIZONTAL SECTIONS
4
GLAZING & CORNER DETAILS
5
BILL OF MATERIALS & COMPONENTS
4. ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR THROUGH 1X BUCK TO CONCRETE /
MASONRY, OR DIRECTLY INTO CONCRETE / MASONRY SHALL BE AS SHOWN IN "ANCHOR
SCHEDULE" THIS SHEET.
5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT
LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING.
6. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR
JOINTS.
7. 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 IN "ANCHOR SCHEDULE" THIS
SHEET.
8. ANCHORS SHALL BE MADE OF CORROSION RESISTANT STEEL OR TREATED WITH CORROSION
RESISTANT COATING.
ANCHOR SCHEDULE
WINDOW FRAME
MANUFACTURER
EDGE DISTANCE
ANCHOR CAPACITIES
SUBSTRATE
TYPE
TYPE
SIZE
AND/OR
EMBEDMENT (IN) �Z�
(IN)
BASED ON
SPECIFICATION
MIN. 2000 PSI CONCRETE
CONCRETE
THRU-FRAME
FLAT HEAD
3/16"
ITW TAPCONSt'I
1-1/2"
1-1/8"
AND COMPLIES WITH ACI
(FLANGE)
301, ACI 318 AND ACI 355
STRENGTH
MASONRY
THRU-FRAME
FLAT HEAD
3/16"
ITW TAPCONSt'I
1"
2"
CONFORMANCE TO ASTM
(BLOCK/CMU)
(FLANGE)
C-90, MEDIUM WEIGHT
ANSI B18.6.1
WOOD WITH AMIN IMUM
THRU-FRAME
(WOOD SCREW)
WOOD
FLAT HEAD
NO. 10
1-3/8"
3/4"
SPECIFIC GRAVITY OF
(FLANGE)
AS ME B18.6.4
0.55.
(TAPPING SCREW)
3 SCREW THREADS
18 GAGE, 33 KSI YIELD
THRU-FRAME
AS ME B18.6.4
STEEL STUD
FLAT HEAD
NO. 10
EMBEDMENT PAST INSIDE
3/4"
STRENGTH MIN. STEEL
(FLANGE)
(TAPPING SCREW)
OF STEEL STUD'S WEB
STUD
NOTES:
1) ITW (ADVANCED THREADFORM TECHNOLOGY) TAPCONS WILL BE USED FOR CONCRETE/MASONRY INSTALLATION.
2) FOR WOOD OR TAPPING SCREWS IN THRU-FRAME INSTALLATIONS INTO WOOD SUBSTRATE, IF SPLITTING IS A CONCERN, DRILL 1/8" PILOT HOLE FOR NO. 10 SCREW.
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Robert J. Amoruso, P.E.
Florida P.E. No. 49752
Digitally signed by
Robert J. Amoruso,
P.E.
DN: cn=Robert J.
Amoruso, P.E.,
o=PTC Product
Design Group, LLC,
ou=FL P.E. No.
49752, FBPE Cert. of
Auth. No. 25935,
email=robert@ptc-
corp.com, c=US
Date: 2015.03.09
09:24:27-04'00'
}
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3711
32 3/4"
MAX.
MAX.
O.A.
O.A. D
SASH
D.L.O. 3
761/4"
HEIGHT
HEIGHT
MAX.
+
i
O.A.
FRAME
HEIGHT
32 3/4"
MAX.
MAX.
O.A.
O.A.
SASH
D.L.O.
HEIGHT
HEIGHT
53 1 /4" MAX. O.A. _
FRAME WIDTH
50 1 /2" MAX. O.A.
SASH WIDTH
46 3/4" MAX. O.A.
D.L.O WIDTH i
0C E
3 3
O
o
B
3 X
A
ELEVATION
SINGLE HUNG
FLANGE ELEVATION
EXTERIOR VIEW
STEEL
REINFORCEMENT
WEEP NOTCH
�(0.5" x LEG HEIGHT)
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FLANGE INSTALLATION
EXTERIOR VIEW
Roberti. Amoruso, P.E.
Florida P.E. No. 49752
Digitally signed by
Robert J. Amoruso,
P.E.
DN: cn=Robert J.
Amoruso, P.E.,
o=PTC Product
Design Group, LLC,
ou=FL P.E. No.
49752, FBPE Cert. of
Auth. No. 25935,
email=robert@ptc-
corp.com, c=US
Date: 2015.03.09
09:24:40-04'00'
}
MIN. EDGE DISTANCE
VARIES. SEE ANCHOR
SCHEDULE SHEET 1.
1X WOOD BUCK BY OTHERS
(SEE GEN. NOTE 3, SHT. 1)
SEALANT BETWEEN FLANGE &
SUBSTRATE W/ VULKEM 116 OR
EQUIVALENT STRUCTURAL
ADHESIVE SEALANT
MA;
FF
HE
7E
SEALP
SUBSTF
EQ
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT
BY OTHERS
EXTERIOR
INSTALLATION ANCHOR VARIES. SEE
ANCHOR SCHEDULE SHEET 1.
SUBSTRATE VARIES. SEE ANCHOR
SCHEDULE SHEET 1.
MIN. EMBEDMENT VARIES.
SEE ANCHOR SCHEDULE SHEET I
�_
^�
,
" MAX SHIM
�•1 m
SHIM AS - •
%}e►(R1fi sue! 11�1� OINSTIL. NOTE
SEE DETAIL 3 INTERIOR
ON SHEET 4
C VERTICAL SECTION
SINGLE HUNG
FLANGE INSTALLATION
v v `v INSTL. NOTE 3, SHT 1)
A VERTICAL SECTION
SINGLE HUNG
FLANGE INSTALLATION
4ZING DETAILS
ET 4
rFRIC)R
/4" MAX SHIM
MIN. EDGE DISTANCE VARIES.
SEE ANCHOR SCHEDULE SHEET 1.
1X WOOD BUCK BY OTHERS
(SEE GEN. NOTE 3, SHT. 1)
SEALANT BETWEEN FLANGE &
SUBSTRATE W/ VULKEM 116 OR
EQUIVALENT STRUCTURAL
ADHESIVE SEALANT
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT
BY OTHERS
21 G INSTALLATION ANCHOR VARIES. SEE
ANCHOR SCHEDULE SHEET 1.
SEE NOTE 1
THIS SHEET ` SUBSTRATE VARIES. SEE ANCHOR
\ / SCHEDULE SHEET 1.
'� �,,,,E/ SEE 1 � :� �� SCHEDULE
SHEET 1.
ON &.V
.MAX
SHIM AS REQ-D. (SEE
mW
�1ifA'�tl! 11�1�� OINSTIL. NOTE
EXTERIOR U SEE DETAIL 3 INTERIOR
1s 1 ON SHEET 4
3.608"
E VERTICAL SECTION
SINGLE HUNG
FLANGE INSTALLATION
ANOTE 1: INSTALLATION ANCHOR MAY BE INSTALLED AT AN ANGLE TO ALLOW CLEARANCE OF
UPPER SASH TOP RAIL SPRING LOCK WHILE OBSERVING EDGE DISTANCE REQUIREMENTS
SHOWN ABOVE.
1/4" MAX. SHIM
MIN. EMBEDMENT VARIES.
SEE ANCHOR SCHEDULE
SHEET 1.
SHIM AS REQ'D. (SEE
INSTIL. NOTE 3, SHT 1)� SCH—SUSTRATE EDULE SHEEVARIES.
T 1. SEE ANCHOR
INTERIOR A --
SEE GLAZING DETAILS i
ON SHEET 4
IX WOOD BUCK BY OTHERS
;SEE GEN. NOTE 3, SHT. 1)
ly-rr011_7r•7_7
PERIMETER SEALANT
BY OTHERS
EXTERIOR FINISH
SUBSTRATE VARIES. SEE ANCHOR BY OTHERS
SCHEDULE SHEET 1. � MAX. O.A. FRAME WIDTH 53 1/4"
INSTALLATION ANCHOR
03 VARIES. SEE ANCHOR
SCHEDULE SHEET 1.
MIN. EDGE DISTANCE
VARIES. SEE ANCHOR
SCHEDULE SHEET 1.
1X WOOD BUCK BY OTHERS
(SEE GEN. NOTE 3, SHT. 1)
SEALANT BETWEEN FLANGE &
SUBSTRATE W/ VULKEM 116 OR
EQUIVALENT STRUCTURAL
ADHESIVE SEALANT
D HORIZONTAL SECTION
SINGLE HUNG
FLANGE INSTALLATION
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Roberti. Amoruso, P.E.
Florida P.E. No. 49752
Digitally signed by
Robert J. Amoruso,
P.E.
DN: cn=Robert J.
��,FQ� �cENs y�9L Amoruso, P.E.,
s: :emo=PTC Product
N 49752 ' O
r * _ Design Group, LLC,
ou=FL P.E. No.
49752, FBPE Cert. of
ii�S/pryq�E �,� Auth. No. 25935,
email=robert@ptc-
corp.com, c=US
Date: 2015.03.09
09:25:01-04'00'
11/32" (NOMINAL THK.) LAMINATED
UNIT CONSISTING OF:
�1/8" ANNEALED GLASS,
0.090" DUPONT SENTRYGLAS®INTERLAYER,
1/8" ANNEALED GLASS
3/4" MIN.
GLASS BITE ; EXT
GLAZING DETAIL I
TOP SASH AND TOP
MAIN FRAME UPPER
CORNER /
/
17 /
/
DETAIL 3
3/4" MIN.
GLASS BITE
11/32" (NOMINAL THK.) LAMINATED
UNIT CONSISTING OF:
�1/8" ANNEALED GLASS,
0.090" DUPONT PVB INTERLAYER,
1/8" ANNEALED GLASS
GLAZING DETAIL 2
IM MAIN FRAME
(ER CORNER
DETAIL 4
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Roberti. Amoruso, P.E.
Florida P.E. No. 49752
Digitally signed by
Robert J. Amoruso,
P.E.
DN: cn=Robert J.
Amoruso, P.E., o=PTC
Product Design
Group, LLC, ou=FL
P.E. No. 49752, FBPE
Cert. of Auth. No.
25935,
email=robert@ptc-
corp.com, c=US
Date: 2015.03.09
09:25:16-04'00'
}
� m
Ee
FRAME HEAD
6063-T5 ALUMINUM
0.050" TYP. THK.
2.813" -1
1.572" 0.787"
t rf
3O GLAZING BEAD
6063-T6 ALUMINUM
0.050" TYP. THK.
11 f 0.752"
0.080" L
T-
TOP SASH
INTERLOCK
OUO i- 10 ALU IVI 1 IN U IVI
0.050" TYP. THK.
T-F1.199"
2.005"
b -
0.937"
O2 FRAME SILL BILL OF MATERIALS
6063-T5 ALUMINUM ITEM # PART # DESCRIPTION
0.060" TYP. THK. 1 11395 FRAME HEAD
2.813" 2 11344 FRAME SILL
3 601GLB GLAZING BEAD
4 601VS1 PULL RAIL FOR TOP SASH / LIFT RAIL FOR BOTTOM SASH
2.200 5 601TVI TOP SASH INTERLOCK
6 601BVI BOTTOM SASH INTERLOCK
7 11343 FRAME JAMB
0.792" 8 601VJS SASH JAMB STILE
9 --- PILE WEATHER STRIP
10 DOW CORNING 995 SILICONE
O PULL RAIL LIFT RAIL 11 601 GLVB VINYL WEDGE DUROMETER = 75
12 GLASS SEE GLAZING DETAILS ON SHEET 4
6063-T6 ALUMINUM 13 CRS STEEL REINFORCEMENT, (1/2" X 5/8" X FULL LENGTH)
0.050" TYP. THK. 14 --- ALUMINUM SPRING LOCK (2 EACH AT HEAD & SILL)
15 --- FIBERGLASS MESH SCREEN
1.756" 16 --- METALLIC CAM LOCK 2 - 10" FROM EACH END OF MEETING RAIL
17 64SHBKT FIXED SASH BRACKET
18 3/16" ITW TAPCON (SEE SHEET 1)
2.325" 1.130" 19 --- BULB VINYL WEATHER STRIP 20 #8 X 5/8" P.P.H. S.M.S.
---
f 21 #10 PAN HEAD WOOD OR TAPPING SCREW (SEE SHEET 1)
0.937" f 22 --- SCREEN FRAME
23 --- HOLLOW VINYL SCREEN SPLINE
0 BOTTOM SASH I O FRAME JAMB
INTERLOCK
FiUFi:3- I ti ALUMINUM
0.050" TYP. THK.
0.937"
3 1.199"
2.005"
� f
SASH JAMB STILE I 11 VINYL WEDGE
6063-T6 ALUMINUM
0.045" TYP. THK.
0.937"
1.725"
0.919" i
f
VINYL
0.050" TYP. THK.
0.305"
f0.408"
6063-T5 ALUMINUM
0.050" TYP. THK.
2.773"
1.6+12" 1.112"
1
2.257"
13 REINFORCEMENT
ASTM A-36 STEEL
-: 0.625"
0.50"
F
28 BALANCE GUIDE 129 TAKE OUT CLIP I 32 SASH DUST COVER
VINYL
0.149" TYP. THK.
STEEL
015
ALUMINUM
0.050" TYP. THK.
95�O//759
'V
MATERIAL MANUFACTURER
ALUMINUM 6063-T5 INDALEX / EXTRUDERS
ALUMINUM 6063-T5 INDALEX / EXTRUDERS
ALUMINUM 6063-T6 INDALEX / EXTRUDERS
ALUMINUM 6063-T6 INDALEX / EXTRUDERS
ALUMINUM 6063-T6 INDALEX / EXTRUDERS
ALUMINUM 6063-T6 INDALEX / EXTRUDERS
ALUMINUM 6063-T5 INDALEX / EXTRUDERS
ALUMINUM 6063-T6 INDALEX / EXTRUDERS
VINYL / WOOLPILE ---
SILICONE DOW CORNING
VINYL ---
GLASS ---
STEEL, ASTM A-36 ---
ALUMINUM ---
FIBERGLASS ---
DIE-CAST METAL ---
ALUMINUM INDALEX / EXTRUDERS
STEEL ITW
VINYL ---
STEEL ---
STEEL ---
ALUMINUM ---
VINYL ---
25 --- #8 X 2" PAN HEAD S.M.S. STEEL ---
26 64SSTOP SASH STOP (NOT SHOWN) - 1/JAMB VINYL ---
27 64SCAM SASH CAM ALUMINUM ---
28 64BG BALANCE GUIDE VINYL ---
29 --- BALANCE TAKE OUT CLIP STEEL ---
30 64GASK-1,2 FRAME HEAD GASKET FOAM ---
31 64GASK-3,4 FRAME SILL GASKET FOAM ---
32 --- SASH DUST COVER ALUMINUM ---
SPRING LOCK 16 SASH LOCK 17 FIXED SASH 27 SASH CAM
ALUMINUM DIE CAST METAL BRACKET ALUMINUM
4�R1 ALUMINUM 0.063" TYP. THK.
0.765" 0.070" TYP. THK. 1
0.2
1.203" 1 i
0.826"
>395"
2'3�9Q765"
f 0.687"[:� 1.013"
0.621"
f f
30
FRAME HEAD GASKET
FOAM
0.060" TYP. THK.
r-- 0.575"
1.567" f 2.803"
c
f 0.715"
1.602"
31
FRAME SILL GASKET
FOAM
0.060" TYP. THK.
26 SASH STOP
VIIV TL
0.080" TYP. THK.
0.75"
1.048"
0
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Roberti. Amoruso, P.E.
Florida P.E. No. 49752
Digitally signed by
Robert J. Amoruso,
P.E.
MES.... i, DN: cn=Robert J.
�Q�• ��ENS �'Oa'� Amoruso, P.E.,
o� F ';Gp'. o=PTC Product
N 49752 O
Design Group, LLC,
=� 4 `' ou=FL P.E. No.
STA E OF wu
49752, FBPE Cert. of
NA Q�;,`,`�� Auth. No. 25935,
email=robert@ptc-
corp.com, c=US
Date: 2015.03.09
09:25:26-04'00'