HomeMy WebLinkAboutATRIUM INSALL- 200100.2INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION
SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE
MAXIMUM SIZE LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE 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. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING
SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE
SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED
OF HIGH DENSITY PLASTIC OR BETTER.
S. THROUGH FRAME: FOR INSTALLATION INTO WOOD FRAMING USE #10
WOOD SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE 1
1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.
6. THROUGH FRAME: FOR INSTALLATION THROUGH 1X BUCK TO
CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16
INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 11/4
INCH MINIMUM EMBEDMENT.
7. THROUGH FRAME: FOR INSTALLATION INTO METAL STUD OR APPROVED
MULLION USE #10 GR. 5 SELF TAPPING SCREWS THROUGH THE FRAME OF
SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION
BEYOND METAL FRAME SUBSTRATE.
8. THROUGH FIN: FOR INSTALLATION INTO WOOD FRAMING USE #8 WOOD
SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.
9. THROUGH FIN: FOR INSTALLATION INTO METAL STUD OR APPROVED
MULLION USE #8 SELF TAPPING SCREWS THROUGH THE FIN OF SUFFICIENT
LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND
METAL FRAME SUBSTRATE.
10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,
INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING.
11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT
COATING.
12. 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.
13. 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.
14. 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 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 18 GA. WALL
THICKNESS.
F. ALUMINUM - MINIMUM ALLOY 6063-T5. MINIMUM WALL THICKNESS OF
1/16" (0.0625").
ATRIUM CORPORATION
SERIES 130
SINGLE HUNG WINDOW
GENERAL NOTES -
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE CURRENT IRC/IBC AND CURRENT FLORIDA
BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN
EVALUATED ACCORDING TO THE FOLLOWING:
• AAMA/WDMA/CSA 101/I.S.2/A440-05/08
• AAMA 450-10
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY
AND 2X 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.
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 IN NON-HVHZ AREAS.
5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS
PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6. WINDOW FRAME MATERIAL: PVC
7. DISSIMILAR METALS INCLUDING FASTENERSTHAT MAY COME INTO
CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED
IN ACCORDANCE WITH THE CURRENT FBC.
8. GLASS SHALL MEET THE REQUIREMENTS OF ASTM E 1300 GLASS
CHARTS. SEE SHEET 7 FOR GLAZING DETAIL.
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
D
GENERAL & INSTALLATION NOTES
2
D
ELEVATIONS
3
D
ANCHOR LAYOUTS -THROUGH FRAME
4
D
ANCHOR LAYOUTS -THROUGH FIN
5
D
VERTICAL SECTIONS
6
D
HORIZONTAL SECTIONS
7
D
MULLION DETAILS & GLAZING DETAIL
MAX O.A. SIZE
CONFIGURATION
DESIGN PRESSURE
MISSILE IMPACT
RATING
WIDTH
HEIGHT
THROUGH
FIN
THROUGH
FRAME
53"
77"
O/X
+/- 50 PSF
+/- 50 PSF
NON -IMPACT
48"
108 %"
O / O/X
+/- 50 PSF
+/- 50 PSF
NON -IMPACT
72 Y2"
108 %"
0 / DOUBLE 0/X
+/- 50 PSF
+/- 50 PSF
NON -IMPACT
96 %"
84"
DOUBLE O/X
+/- 35 PSF
+/- 50 PSF
NON -IMPACT
109"
77"
TRIPLE O/X
+/- 50 PSF
+/- 50 PSF
NON -IMPACT
ATREUM
D D +i 0 P' C
ATRIUM WINDOWS AND DOORS
9001 AMBASSADOR ROW
DALLAS, TEXAS 75247
PH: (214)637-2696 FAX: (214)424-6734
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HERMES F. NORERO, P.E.
FLORIDA P.E. No 73778
BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. y 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
I FL#:FL20100 I
DATE: 01.02.2020
DWG. BY: CHK. BY:
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SCALE: NTS
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REMARKS
BY DATE
A-FBC 5th ED. CODE CHANGE
SM 06.03.14
B -CERT AGENCY UPDATE
LS 02.27.17
C-FBC 2017 CODE CHANGE
AG 10.03.17
D -ALUMINUM SUBSTRATE
IYC 104.16.20
FHE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERA
4ND MAY NOT REFLECT
ACTUAL CONDITIONS FOR A SPECIFIl
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 WLTH
THIS DOCUMENT.
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HERMES F. NORERO, P.E.
FLORIDA P.E. No 73778
BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. y 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
I FL#:FL20100 I
DATE: 01.02.2020
DWG. BY: CHK. BY:
YC I HFN
SCALE: NTS
DWG.#: ATR113
SECTION
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a
G OPP
6
E
6
UNIT MAX.
HEIGHT
77"SASH MAX.
HEIGHT
37 Y2"
1
UNIT MAX.
WIDTH 48"
SASH MAX.
UNIT MAX. WIDTH 45116" D.L.O MAX.
WIDTH 53$" C WIDTH 431/4"
5
_ SASH MAX.
WIDTH 507/$"
D.L.O MAX.
WIDTH 48 Y4"
1
D.L.O. MAX.
HEIGHT
341Y4"
1
B
5
TYPICAL ELEVATION
PF
6
PE O.A. MAX.
HEIGHT 6
1082"
SINGLE HUNG O.A. MAX.
SASH MAX. WIDTH 962"
WIDTH 45 %$" D.L.O MAX.
A WIDTH 43 5/16"
5
UNIT MAX.
HEIGHT
84"
G ovv
6
E
6
SASH MAX.
HEIGHT
41"
UNIT MAX.
HEIGHT
72"
SASH MAX.
HEIGHT
31511
IF
1
B M UNIT MAX.
5 5
WIDTH 48"
TYPICAL ELEVATION
MULLED TWIN SINGLE HUNG
All
"0"
K L
7 7
X01
D
X
f
D.L.O. MAX
HEIGHT
32 15/16"
1
B
5
TYPICAL ELEVATION
SINGLE HUNG W/ TRANSOM
O.A. MAX.
HEIGHT
1082"
O.A. MAX.
WIDTH 721"
TYPICAL ELEVATION
TWIN SINGLE HUNG W/ TRANSOM
O.A. MAX.
SASH MAX. WIDTH 109"
WIDTH 331%6" D.L.O MAX.
WIDTH 31 Y8"
A
5
Popp
6
UNIT MAX.
D
��
SASH MAX.
HEIGHT
��
X1
A� 7
I
X I 7
37 Y2"
B M UNIT MAX.
5 5
WIDTH 48"
TYPICAL ELEVATION
MULLED TWIN SINGLE HUNG
All
"0"
K L
7 7
X01
D
X
f
D.L.O. MAX
HEIGHT
32 15/16"
1
B
5
TYPICAL ELEVATION
SINGLE HUNG W/ TRANSOM
O.A. MAX.
HEIGHT
1082"
O.A. MAX.
WIDTH 721"
TYPICAL ELEVATION
TWIN SINGLE HUNG W/ TRANSOM
O.A. MAX.
SASH MAX. WIDTH 109"
WIDTH 331%6" D.L.O MAX.
WIDTH 31 Y8"
A
5
Popp
6
B M UNIT MAX.
WIDTH 36"
TYPICAL ELEVATION
MULLED TRIPLE SINGLE HUNG
D.L.O. MAX.
HEIGHT
32 Y4"
ATRUUM 41 11 R
ATRIUM WINDOWS AND DOORS
9001 AMBASSADOR ROW
DALLAS, TEXAS 75247
PH: (214)637-2696 FAX: (214)424-6734
UNIT MAX.
HEIGHT
77"
D.L.O. MAX.
SASH MAX.
HEIGHT
HEIGHT
38 %6°
i
37 Y2"
B M UNIT MAX.
WIDTH 36"
TYPICAL ELEVATION
MULLED TRIPLE SINGLE HUNG
D.L.O. MAX.
HEIGHT
32 Y4"
ATRUUM 41 11 R
ATRIUM WINDOWS AND DOORS
9001 AMBASSADOR ROW
DALLAS, TEXAS 75247
PH: (214)637-2696 FAX: (214)424-6734
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B M UNIT MAX.
WIDTH 36"
TYPICAL ELEVATION
MULLED TRIPLE SINGLE HUNG
D.L.O. MAX.
HEIGHT
32 Y4"
ATRUUM 41 11 R
ATRIUM WINDOWS AND DOORS
9001 AMBASSADOR ROW
DALLAS, TEXAS 75247
PH: (214)637-2696 FAX: (214)424-6734
D. L.0 MAX. C-FBC 2017 CODE CHANGE AG 10.03.17
WIDTH 313/6"
UNIT MAX.
WIDTH 36"
f
D.L.O. MAX.
HEIGHT
341Y16"
D -ALUMINUM SUBSTRATE YC 04.16.20
�HE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERA
,ND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFI,
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 WLTH THIS DOCUMENT.
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HERMES F. NORERO, P.E.
FLORIDA P.E. No 73778
BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. # 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
I FL#:FL20100 I
DATE: 01.02.2020
DWG. BY: CHK. BY:
YC HFN
SCALE: NTS
DWG.#: ATR113
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REMARKS
BY DATE
A-FBC Sth ED. CODE CHANGE
SM 06.03.14
B -CERT AGENCY UPDATE
LS 02.27.17
D. L.0 MAX. C-FBC 2017 CODE CHANGE AG 10.03.17
WIDTH 313/6"
UNIT MAX.
WIDTH 36"
f
D.L.O. MAX.
HEIGHT
341Y16"
D -ALUMINUM SUBSTRATE YC 04.16.20
�HE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERA
,ND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFI,
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 WLTH THIS DOCUMENT.
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N.77
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00
HERMES F. NORERO, P.E.
FLORIDA P.E. No 73778
BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. # 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
I FL#:FL20100 I
DATE: 01.02.2020
DWG. BY: CHK. BY:
YC HFN
SCALE: NTS
DWG.#: ATR113
SECTION
OF 7
4" FROM
CORNER, TYP.
8"
MAX.
O.C.
4" FROM
CORNER, TYP.
8"
MAX.
O.C.
011 AAAV
ANCHOR LAYOUT
SINGLE HUNG - THROUGH FIN
4" FROM CORNER
HEAD/SILL, TYP.
ANCHOR LAYOUT
TYP. FOR TWIN & TRIPLE MULLED
UNITS - THROUGH FIN
4" FROM CORNER
HEAD/SILL, TYP.
4" FROM
CORNER, TYP.
8"
MAX.
O.C.
011 AAAV
A" PPOM CORNER
)/SILL, TYP.
ANCHOR LAYOUT
TYP. FOR ALL SINGLE AND DOUBLE MULLED
UNITS WITH TRANSOM - THROUGH FIN
WINDOW
FRAME, TYP.
MULLIO INTERIOR
CLIP, TYP.
O <
(2) INSTALLATION ANCHORS
THROUGH MULL CLIPS PER
INSTALLATION NOTES 5-7,
SHEET 1.
(2) INSTALLATION ANCHORS
THROUGH MULL CLIPS PER
INSTALLATION NOTES 5-7, SHEET 1.
WINDOW
FRAME, TYP.
12" X 1-1/4" X 1/16" GALV. STEEL PLATE EXTERIOR N,,,�(6) #8 X 2-1/2" SMS
ALL MULLION INTERSECTIONS AT EACH PLATE INTO
WINDOW FRAMES
MULLION PLATE DETAIL
FALLATION ANCHORS
THROUGH MULL CLIPS PER
INSTALLATION NOTES 5-7,
SHEET 1.
TYPICAL WHEREVER MULLION CLIPS OCCUR
AIRMUM
ATRIUM WINDOWS AND DOORS
9001 AMBASSADOR ROW
DALLAS, TEXAS 75247
PH: (214)637-2696 FAX: (214)424-6734
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REMARKS
REMARKS BY DATE
A-FBC 5th ED. CODE CHANGE SM 06.03.14
B -CERT AGENCY UPDATE LS 02.27.17
C-FBC 2017 CODE CHANGE AG 10.03.17
D -ALUMINUM SUBSTRATE I YC 04.16.20
FHE 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 TPREPARE SITE SPECIFIC
DOCUMENTS FO �/yTl� 1 SIS DOCU� ME
N.77
S A
-0 OF
O
HERMES F. NORERO, P.E.
FLORIDA P.E. No 73778
BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. # 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
FL #:
F L20100
DATE: 01.02.2020
DWG. BY: CHK. BY:
YC HFN
SCALE: NTS
DWG.#: ATR113
SECTION:
OF 7 /
CONCRETE/MASONRY
BY OTHERS
SEALANT BETWEEN
a CONCRETE/MASONRY & 2X
WOOD BUCK BY OTHERS
2X WOOD BUCK BY OTHERS
#8 WOOD SCREW ° a
INSTALLATION ANCHOR
EXTERIOR FINISH.... ........ .
BY OTHERS
PERIMETER
SEALANT —
O.A. UNIT BY OTHERS
HEIGHT
EXTERIOR
SEE GLAZING
DETAIL
1Y2" MIN EMBEDMENT
°°:
a n a. al .
d A
.A
%4" MIN. EDGE
DISTANCE
IKITFRInP
rA- VERTICAL SECTION
��5j SINGLE HUNG HEAD - 2X WOOD BUCK
THROUGH FIN
SEE GLAZING
DETAIL
EXTERIOR
O.A. UNIT
HEIGHT
PERIMETER � [
SEALANT
BY OTHERS
SEALANT OVER SCREW HEAD
EXTERIOR FINISH
BY OTHERS
PRECAST SILL OR CONCRETE/
CMU BY OTHERS
3/6" ITW TAPCON
INSTALLATION ANCHOR
INTERIOR
EXTERIOR
3/6" ITW TAPCON
INSTALLATION ANCHOR
CONCRETE/MASONRY
BY OTHERS
SEALANT BETWEEN
CONCRETE/MASONRY & 1X
WOOD BUCK BY OTHERS
1X WOOD BUCK BY OTHERS
(OPTIONAL)
EXTERIOR FINISH
BY OTHERS
SEE GLAZING
fl r -r A I 1
O.A. UNIT
HEIGHT
IKITFRInR
SEE GLAZING
DETAIL
p VERTICAL SECTION
5 MEETING RAIL
1/4" MAX.
1� SHIM SPACE
°
° 1 1/4"
MIN.
a . EMBEDMENT
Qd
a ^ .
11/2" MIN. EDGE
DISTANCE
g VERTICAL SECTION
5 SILL - CONCRETE/MASONRY
THROUGH FRAME
2 1/2" MIN.
EDGE DISTANCE
PERIMETER —� O 1/4" MAX.
SEALANT SHIM SPACE
BY OTHERS
IKITFRI(1R
EXTERIOR
O.A. UNIT
HEIGHT
EXTERIOR
SEE GLAZING
DETAIL
C VERTICAL SECTION
�-5j TRANSOM HEAD - 1X/CONC./MASONRY
THROUGH FRAME
PERIMETER
SEALANT
BY OTHERS
EXTERIOR FINISH
BY OTHERS
PRECAST SILL OR CONCRETE/
CMU BY OTHERS
16" ITW TAPCON
INSTALLATION ANCHOR
NOTES:
1. SILL ANCHORS ARE FOR FACTORY MULLED UNITS
ONLY, SEE SHEET 3.
2. USE (1) SILL CLIP PER ANCHOR LOCATION. SILL CLIPS
ARE TO BE USED IN MINIMUM 14 %4" LENGTHS.
SEE GLAZING
DETAIL
offmAll Morl ���
1/4" MAX.
SHIM SPACE
1
°
° 11/4" MIN.
'ad e a a EMBEDMENT
0 .. .. E
°a f
11/2" MIN. EDGE
DISTANCE
VERTICAL SECTION
5 SILL - CONCRETE/MASONRY
THROUGH SILL CLIP
AIRZUM
ATRIUM WINDOWS AND DOORS
9001 AMBASSADOR ROW
DALLAS, TEXAS 75247
PH: (214)637-2696 FAX: (214)424-6734
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REMARKS BY DATE
A-FBC 5th ED. CODE CHANGE SM 06.03.14
B -CERT AGENCY UPDATE LS 02.27.17
C-FBC 2017 CODE CHANGE AG 10.03.17
D -ALUMINUM SUBSTRATE YC 04.16.20
FHE 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 TPREPARE SITE SPECIFIC
DOCUMENTS FO �/yTl� 1 SIS DOCU� ME
N.77
�-0 SA OF Z
HERMES F. NORERO, P.E.
FLORIDA P.E. No 73778
BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. # 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
FL #:
F L20100
DATE: 01.02.2020
DWG. BY: CHK. BY:
YC HFN
SCALE: NTS
DWG.#: ATR113
SECTION:
OF 7 /
3 THREADS MIN.PENETRATION
BEYONDMETAL STRUCTURE
METAL STUD FRAMING
BY OTHERS
#10 SELF -TAPPING SCREW
INSTALLATION ANCHOR
3/4 MIN. EDGE
DISTANCE
SHEATHING u
BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT
BY OTHERS
METAL STUD FRAMING
BY OTHERS
#8 SELF -TAPPING SCREW
INSTALLATION ANCHOR
3 THREADS MIN. PENETRATION
BEYOND METAL STRUCTURE
SHEATHING
BY OTHERS
SEALANT BETWEEN
FIN & SHEATHING
EXTERIOR FINISH
BY OTHERS
1/4" MAX.
SHIM SPACE
INTERIOR
SEE GLAZING
EXTERIOR DETAIL
O.A.
UNIT
WIDTH
HORIZONTAL SECTION
SINGLE HUNG JAMB - METAL STUD FRAME
THROUGH FRAME
3/4" MIN. EDGE
DISTANCE
–
1/4" MAX.
�— SHIM SPACE
\
INTERIOR
11/4" MIN. CONCRETE/MASONRY BY OTHERS
EMBEDMENT SEALANT BETWEEN
1/4" MAX. CONCRETE/ MASONRY & 1X
SHIM SPACE WOOD BUCK BY OTHERS
INTERIOR 1X WOOD BUCK
v
BY OTHERS
a
0
ITW
ANCHOR INSTALLATION
ANC
V P
SEE GLAZING
DETAIL EXTERIOR
2 1/2" MIN.
EDGE DISTANCE
PERIMETER SEALANT
O.A. BY OTHERS
UNIT EXTERIOR FINISH
WIDTH BY OTHERS
HORIZONTAL SECTION
SINGLE HUNG JAMB - 1X WOOD/CONC./MASONRY
THROUGH FRAME
1 1/2" MIN. CONCRETE/MASONRY BY OTHERS
EMBEDMENT f SEALANT BETWEEN
1/4" MAX. _ CONCRETE/ MASONRY & 2X
SHIM SPACE WOOD BUCK BY OTHERS
2X WOOD BUCK
INTERIOR BY OTHERS
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EXTERIOR DETAIL DETAIL EXTERIOR
PERIMETER SEALANT
O.A.
UNIT
WIDTH
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TRANSOM JAMB - METAL STUD FRAME
THROUGH FIN
O.A. BY OTHERS
UNIT EXTERIOR FINISH
WIDTH BY OTHERS
HORIZONTAL SECTION
TRANSOM JAMB - 2X WOOD BUCK
THROUGH FRAME
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ATRIUM WINDOWS AND DOORS
9001 AMBASSADOR ROW
DALLAS, TEXAS 75247
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REMARKS BY DATE
A-FBC 5th ED. CODE CHANGE SM 06.03.14
B -CERT AGENCY UPDATE LS 02.27.17
C-FBC 2017 CODE CHANGE AG 10.03.17
D -ALUMINUM SUBSTRATE YC 04.16.20
'HE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
IND 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
DOCU`;NTT$`L�IiSJ f1'Ty J SIS D
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N .7 7
OF441
I
0 IOP'.•"
HERMES F. NORERO, P.E.
FLORIDA P.E. No 73778
BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. # 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
FL #:
F L20100
DATE: 01.02.2020
DWG. BY: CHK. BY:
YC HFN
SCALE: NTS
DWG. #: ATR113
SECTION:
00
OF 7
INTERIOR
EXTERIOR
8 X 2 %2'I SCREWS THROUGH BOTH
RAMES (OFFSET) AT 4" FROM ENDS &
3" O.C. THEREAFTER
SEE GLAZING
DETAIL
I HORIZONTAL SECTION
7 1/2" VERTICAL MULLION
NOTE:
GLASS TYPE & THICKNESS SHALL MEET THE
REQUIREMENTS OF ASTM E 1300 GLASS
CHARTS AND SAFETY GLAZING REQUIREMENTS
OF FBC CHAPTER 24
INTERIOR
EXTERIOR
HORIZONTAL SECTION
7 11/4" VERTICAL MULLION
(OPTIONAL)
GLAZING
SILICONE
GLASS
BITE
f
EXTERIOR
#8 X 2 %" SCREWS THROUGH BOTH
FRAMES (OFFSET) AT 4" FROM ENDS &
27" O.C. THEREAFTER
ITERIOR
SLAZING
\IL
' INTERIOR
K VERTICAL SECTION
7 1/2" HORIZONTAL MULLION
�11� %4" O.A. INSULATED GLASS
GLAZING DETAIL
8 X 2 %" SCREWS THROUGH BOTH
RAMES (OFFSET) AT 4" FROM ENDS &
3" O.C. THEREAFTER
SEE GLAZING
DETAIL
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DALLAS, TEXAS 75247
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HERMES F. NORERO, P.E.
FLORIDA P.E. No 73778
BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. # 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
I FL#:F L20100 I
DATE: 01.02.2020
DWG. BY: CHK. BY:
YC HFN
SCALE: NTS
DWG. #: ATR113
SECTION
I -
OF 7
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REMARKS
BY DATE
A-FBC 5th ED. CODE CHANGE
SM 06.03.14
B -CERT AGENCY UPDATE
LS 02.27.17
C-FBC 2017 CODE CHANGE
AG 10.03.17
D -ALUMINUM SUBSTRATE
YC 04.16.20
FHE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERA
aND MAY NOT REFLECT
ACTUAL CONDITIONS FOR A SPECIFIi
SITE. IF SITE CONDITIONS
CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS
DETAILED
HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR US5 WLTH
THIS DOCUMENT.
-1//
O
N .7 7
S A
OF �
O IOP'.•"
"/till it
HERMES F. NORERO, P.E.
FLORIDA P.E. No 73778
BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. # 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
I FL#:F L20100 I
DATE: 01.02.2020
DWG. BY: CHK. BY:
YC HFN
SCALE: NTS
DWG. #: ATR113
SECTION
I -
OF 7