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GENERAL NOTES: INSTALLATION NOTES: m U w
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1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
THECURRENT EDITION OF THE FLORIDA BUILDING CODE (FBC) AT THE DESIGN PRESSURE(S) 2
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STATED HEREIN. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE 00
SEALED TEST REPORTS # NCTL-210-3588-2 DATED 06/22/09, #ATI-70141.01-401-18 DATED 03/01/07 AND USED FOR PRODUCT INSTALLATION. ® o 's'
#CTLA-1019W DATED 02/07/03 AND ASSOCIATED LABORATORY STAMPED DRAWINGS AND WERE Q o 0
TESTED IN ACCORDANCE WITH CURRENT DADE COUNTY PROTOCOLS. 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ®U ®� U
ALLOWABLE SHIM SIZE IS 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. z z
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE MASONRY AND 2X FRAMING AS A MAIN WIND SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. ® U W
FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT o o
LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR INSTALLATION INTO WOOD FRAMING
4.1. FLANGE FRAME/THROUGH FRAME ANCHOR: USE #10 WOOD SCREWS OF SUFFICIENT LENGTH TO Q Co Ef w
3. 1X PT BUCKS AND 2X PT WOOD FRAMING (AS APPLICABLE) SHALL BE DESIGNED AND ANCHORED TO ACHIEVE 1 3/8 INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 3/4 INCHES. w w o O U z
PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE 4.2.1. INSTALLATION ANCHORS ARE TO BE LOCATED THROUGH PERIMETER OF WINDOW FRAME. �j p'_ � Z } 0 U
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4.3. FIN FRAME/NAILING FIN ANCHOR:USE #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 z O O -COO zLU
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1/2 INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 1/2 INCHES. w �- J w F- < v w
4. IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION REQUIREMENTS EXIST, USE OF AN 4.3.1. INSTALLATION ANCHORS ARE TO BE LOCATED THROUGH PERIMETER OF NAILING FIN. ? tY _j W Q
APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED. ®� cn J E
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5. FOR INSTALLATION THROUGH 1 X BUCK TO CONCRETE / MASONRY OR DIRECTLY INTO CONCRETE / j w = 7 o r- o
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5. 5. MATERIALS: MASONRY. —� <( ? z � m n.
5.1. WINDOW FRAME MATERIAL: ALUMINUM ALLOY: 6063-T6 5.1. FLANGE FRAME/THROUGH FRAME ANCHOR: USE 3/16 INCH ITW TAPCON OF SUFFICIENT LENGTH `C
N X C
5.2. LAMINATED GLASS INTERLAYERS: TO ACHIEVE 1 INCH MINIMUM EMBEDMENT FOR MASONRY AND 1 1/2 INCHES MINIMUM CO J w a LL
5.2.1. CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE FOR DUPONT SENTRYGLAS INTERLAYER EMBEDMENT FOR CONCRETE. MINIMUM EDGE DISTANCE IS 2 INCHES FOR MASONRY AND 1 1/8 M Y z H J W
5.2.2. CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE FOR DUPONT BUTACITE PVB INTERLAYER INCHES FOR CONCRETE. Q z a Ln
5.1.1. INSTALLATION ANCHORS ARE TO BE LOCATED THROUGH PERIMETER OF WINDOW FRAME. q J o
6. GLASS MEETS THE REQUIREMENTS OF ASTM E1300-09a. 2 < z o o z
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED w M
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7. DESIGNATION "0" STANDS FOR THE A FIXED PANEL TO STUCCO, FOAM, BRICK VENEER AND SIDING. 0 .
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8. IN ACCORDANCE WITH THE CURRENT EDITION OF THE FBC, WOOD BUCKING SHALL 7. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR L aOf 00-
HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES. JOINTS.
9. IN ACCORDANCE WITH THE CURRENT EDITION OF THE FBC, DISSIMILAR METALS
INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALLIMUNUM
WINDOW FRAMING WOOD SHALL HAVE BEEN PROTECTED.
TABLE OF CONTENTS
SHEET
SHEET DESCRIPTION
1
GENERAL NOTES, INSTALLATION NOTES & D.P. CHART
2
ELEVATIONS & ANCHOR LAYOUTS
3
ELEVATIONS & ANCHOR LAYOUTS
4
VERTICAL & HORIZONTAL SECTIONS
5
COMPONENTS, BOM, GLAZING & CORNER DETAILS
8. 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 INSTALLATION NOTE 9 BELOW.
9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS
WITH THE FOLLOWING PROPERTIES:
9.1. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55.
9.2. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 2000 psi AND COMPLIES WITH ACI 301.
9.3. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM WEIGHT.
GLAZING OPTIONS
SIZE
(SEE SHEET 5)
DESIGN PRESSURE RATING (PSF)
IMPACT RATING
36" X 62"
11 2, 3 & 4
+50.0 / -50.0
LARGE & SMALL
52-1/8" X 75"
1
+60.0 / -60.0
MISSILE IMPACT
48" X 96"
2
+60.0 / -60.0
Robert J. Amoruso, P.E.
Florida P.E. No. 49752
Digitally signed by
Robert J. Amoruso,
P.E.
���a�3ecaes>rQe�� DN: cn=Robert J.
Es q °ee Amoruso, P.E.,
FILE UU*° N ����2 o=PTC Product
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=ro
STAFE of a: e ou=FL P.E. No.
s x% A °e : 49752, FBPE Cert. of
°'1i`/EWE0 �jOraAL� Auth. No.25935,
0 FOR `A� email=robert@ptc-
ST CO ALOE corp.com, c=US
800C Date: 2015.03.09
15:23:05-04'00'
96"
MAX. O.A.
BUCK
HEIGHT
9" MAX.
O.C. (TYP.)
yL si4._
MAX.
O.A.
D.L.O.
HEIGHT
4 1 /2" MAX.
FROM
CORNERS
(TYP.)
48" MAX. O.A.
BUCK WIDTH
44 3/4" MAX. O.A.
D.L.O. WIDTH
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FA.LEVATION &
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48 X 96
FLANGE INSTALLATION
EXTERIOR VIEW
SEE GLAZING DETAIL 2 ON SHT. 5
FOR GLASS OPTION
6" MAX. FROM
CORNERS (TYP.)
7" MAX.
O.C. (TYP.)
11 1 /2" MAX.
O.C. (TYP.)
75"
MAX. O.A
BUCK
HEIGHT
MAX.
O.A.
D.L.O.
HEIGHT
3" MAX.
FROM
CORNERS
(TYP.)
N
51
52 1 /8" MAX. O.A.
BUCK WIDTH
49 1 /2" MAX. O.A.
D.L.O. WIDTH
Ill''1111 ffew"VI
52 1/8 X 75
FLANGE INSTALLATION
EXTERIOR VIEW
SEE GLAZING DETAIL 1 ON SHT. 5
FOR GLASS OPTION
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MAX. FROM
_RS (TYP.)
8 5/8" MAX.
O.C. (TYP.)
62"
MAX. O.A.
BUCK
HEIGHT
15" MAX.
O.C. (TYP.)
MAX.
O.A.
D.L.O.
HEIGHT
3" MAX.
FROM
CORNERS
(TYP.)
0
0
36" MAX. O.A.
BUCK WIDTH
33 1 /8" MAX. O.A.
D.L.O. WIDTH
ell
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mill �kL RAW
36X62
FLANGE INSTALLATION
EXTERIOR VIEW
SEE GLAZING DETAILS I
THROUGH 4 ON SHT. 5
FOR GLASS OPTIONS
3" MAX.
FROM
CORNERS
(TYP.)
a
14" MAX.
O.C. (TYP.)
C,
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Robert J. Amoruso, P.E.
Florida P.E. No. 49752
!�-10 mV JsaA7£ of ",;Q/
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 15:23:21-04°00'
75"
MAX. O.A.
BUCK
HEIGHT
6 1 /8" MAX.
O.C. (TYP.)
MAX.
O.A.
D.L.O.
WC:I//_.WT
3" MAX.
FROM
(TYP.)
53 1 /8" MAX. O.A.
FRAME WIDTH
ELEVATION &
ANCHOR LAYOUT
52 1/8 X 75
FIN INSTALLATION
EXTERIOR VIEW
SEE GLAZING DETAILS I ON SHT. 5
FOR GLASS OPTIONS
3" MAX. FROM
6 1 /2" MAX.
O.C. (TYP.)
1
76"
MAX. O.A.
T
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62"
MAX. O.A.
BUCK
HEIGHT
8 3/16" MAX.
O.C. (TYP.)
v%J
MAX.
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3" MAX.
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37" MAX. O.A.
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6 1 /2" MAX.
O.C. (TYP.)
SEE GLAZING DETAILS I THROUGH 4 ON SHT. 5
63"
MAX. O.A.
FRAME
HEIGHT
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Florida P.E. No. 49752
Digitally signed by
Robert J. Amoruso,
P.E.
......,j���r. DN: cn=Robert J.
?�E, v<�Amoruso, P.E.
�'°°�'`'-'� o=PTC Product
m� NNP ' 1 49752 �r� y
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m �^+ /y s° ou=FL P.E. No.
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o�A 49752, FBPE Cert. of
g�+�,Pr+aNAt `a s Auth. No. 25935,
email=robert@ptc-
corp.com, c=US
Date: 2015.03.09
15:23:33-04'00'
1 1/2" MIN. EMBEDMENT -
EXTERIOR FINISH
BY OTHERS
SHEATHING
BY OTHERS
PERIMETER SEALANT
BY OTHERS . .
SEALANT BETWEEN
FIN & SUBSTRATE
W/ VULKEM 116 OR
EQUIVALENT STRUCTURAL
ADHESIVE SEALANT
MAX. O.A.
FRAME
HEIGHT
Con
EXTERIOR
R
2X WOOD FRAME BY OTHERS
(SEE GEN NOTE 2 & 31 SHT 1 &
INSTALLATION NOTE 9, SHT. 1)
1/2" MIN.
EDGE DIST.
\ \ 1 /`f IVIP1/\ JI IIIVI
SHIM AS REQ'D. (SEE
4) INSTL. NOTE 3, SHT 1)
INTERIOR
B VERTICAL SECTION
FIN INSTALLATION
WOOD FRAME SUBSTRATE
EXTERIOR
SEE GLAZING DETAILS
ON SHEET 5
PERIMETER
SEALANT BY OTHERS
EXTERIOR FINISH
BY OTHERS
SEALANT BETWEEN
FIN & SUBSTRATE
W/ VULKEM 116 OR
EQUIVALENT STRUCTURAL
ADHESIVE SEALANT
CONCRETE (SHOWN) BY OTHERS
-- OR --
2X WOOD FRAMING BY OTHERS.
(SEE GEN NOTE 2, SHT. 1 &
INSTALLATION NOTE 9, SHT. 1)
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INTERIOR
d"
d
2 CONCRETE
5 2X WOOD FRAMING
2X WOOD FRAME BY
OTHERS (SEE GEN NOTE 2
& 31 SHT 1 & INSTALLATION
NOTE; 9, SHT. 1)
5
1 1/2" MIN.
EMBEDMENT
SHEATHING BY OTHERS
EXTERIOR FINISH
BY OTHERS
SEALANT BETWEEN
FIN & SUBSTRATE
W/ VULKEM 116 OR
EQUIVALENT STRUCTURAL
ADHESIVE SEALANT
1 /4" MAX. SHIM
SHIM AS REQ'D. (SEE
INSTL. NOTE 3, SHT 1)
SHIM AS REQ'D. (SEE
D �� INSTL. NOTE 3, SHT 1) C3
I WOOD BUCK BY OTHERS INTERIOR
(SEE GEN. NOTE 3, SHT. 1) C4
1 /4" MAX SHIM
1 EXTERIOR
1
A.
d
1 1/211 MIN.EMBEDMENT (CONCRETE -SHOWN)
1 3/811 MIN. EMBEDMENT (2X WOOD)
1 1/811 MIN. EDGE DIST. (CONCRETE -SHOWN)
3/411 MIN. EDGE DIST. (2X WOOD)
A VERTICAL SECTION
FLANGE INSTALLATION
CONCRETE SUBSTRATE
1
m
PERIMETER SEALANT
BY OTHERS
1/2" MIN. EDGE DIST.
-®--1 /4" MAX SHIM
SHIM AS REQ"D. (SEE
INSTL. NOTE 3, SHT 1)
f1)
3
GI
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EXTERIOR
`PERIMETER SEALANT
BY OTHERS
MAX. O.A. FRAME WIDTH
ON , •INA,,
1" MIN.EMBEDMENT (MASONRY -SHOWN)
1 3/811 MIN. EMBEDMENT (2X WOOD)
MASONRY (SHOWN) BY OTHERS
-- OR -
2X WOOD FRAMING BY OTHERS.
(SEE GEN NOTE 2, SHT. 1 &
° °. •• e INSTALLATION NOTE 9744
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2 CONCRETE
5. v
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` 5 2X WOOD FRAMING
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211 MIN. EDGE DIST. (MASONRY -SHOWN)
414
3/411 MIN. EDGE DIST. (2X WOOD)
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1 X WOOD BUCK BY OTHERS
(SEE GEN. NOTE 3, SHT. 1)
SEALANT BETWEEN J
FIN & SUBSTRATE
W/ VULKEM 116 OR
EQUIVALENT STRUCTURAL
ADHESIVE SEALANT
--MAX. O.A. FRAME WIDTH —
EXTERIOR FINISH
BY OTHERS
FLANGE INSTALLATION
1vIASONRY (CMU) SUBSTRATE
VIEWED FOR
� tCOMPLIANCE
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Florida P.E. No. 49752
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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 15:23:47-04'00'
ITEM #
PART #
DESCRIPTION
MATERIAL
MANUFACTURER
1
GAS-46211
MAIN FRAME
6063-T6 ALUMINUM
I N DALEX
2
------
3/16" ITW TAPCON - INSTALLATION ANCHOR
STEEL
ITW
3
GAS-46210
GLAZING BEAD
6063-T6 ALUMINUM
INDALEX
4
601 GLVB
GLAZING WEDGE (DUROMETER = 75)
VINYL
JELD-WEN
5
------
#10 WOOD SCREW - INSTALLATION ANCHOR
STEEL
------
6
995
SILICONE SEALANT
SILICONE
DOW CORNING
7
30SLF
SLIP ON NAIL FIN
6063-T6 ALUMINUM
INDALEX
8
------
SELF LEVELING SEALANT
ADHESIVE SEALANT
------
9
66GASK-1
CORNER GASKET
SOFT CELL FOAM
FRANK LOWE RUBBER & GASKET
10
------
#8 X 5/8" P.P.H. SHEET METAL SCREW
STEEL
------
EXTE
EXTE
15/32" OVERALL LAMINATED tjLAS:
CONSISTING OF:
D GLASS,
SENTRYGLAS>® INT
)GLASS
MIN.
BITE
GLAZING DETAIL I
FOR 52-1/8" X 75" MAX. OR SMALLER
EXTE
15/32" OVERALL LAMINATED GLASS
CONSISTING OF:
_NGTHENED GLASS,
SENTRYGLAS(D INTERLAYER,
NGTHENED GLASS
FOR 48" X 96" MAX. OR SMALLER
11/32" OVERALL LAMINATED GLASS
CONSISTING OF:
`3LASS,
SENTRYGLASO INTERLAYER,
JLASS
GLAZING DETAIL 3
MIN.
BITE
EXTERIOR
1
A
51
FOR 36" X 6211
MAX. OR SMALLER
11/32" OVERALL LAMINATED GLASS
CONSISTING OF:
1/8" ANNEALED GLASS,
0.090" DUPONT BUTACITE PVB INTERLAYER,
1/8" ANNEALED GLASS
/I m 4
INTERIOR
FOR 3611 X 62"
MAX. OR SMALLER
3/4" MIN.
% GLASS BITE
/ I
MAIN FRAME
ALUMINUM
2.810"
1.730"
4D GLAZING WEDGE
VINYL
� --- I--0.305"
0.408"
�3 GLAZING BEAD
ALUMINUM
7'� Oe, I�
J3
870" 0.080"
NAIL FIN
ALUMINUM
1.380" —=I 0.280"
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CORNER DETAIL T , 0 iCOUNTY
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Robert J. Amoruso, P.E.
Florida P.E. No. 49752
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SYA E OF �u
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Signed by Robert J. Amoruso,
obert J. Amoruso, P.E., o=PTC
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 15:24:08-04'00'