HomeMy WebLinkAboutWINDOWS & DOORS IMPACT APPROVEDJELI3rWEN,
WINDOWS & DOORS
DESIGN PRO/ SMOOTH PRO FULL LITE
IMPACT APPROVED
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ)
GFNFRAI NnTFS-
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 201-94
• TAS 202-94
• TAS 203-94
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 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. 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.
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS.
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BLINDS BETWEEN
GLASS, DECORATIVE, AND EXTERNAL WROUGHT IRON AND RADIUS (SHAPED) LITES.
7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF.
REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT
PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY
OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH _ OH HEIGHT IS >_ 1.0
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
A
TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES
2
A
TYPICAL ANCHOR LAYOUTS AND NOTES
3
OPTIONAL 2X BUCK ANCHORING DETAILS
4
A
VERTICAL ASSEMBLIES
5
A
HORIZONTAL ASSEMBLIES
6
A
GLAZING DETAILS
7
A
WOOD SUBSTRATES
8
A
CONCRETE SUBSTRATES
9
A
COMPONENTS & BILL OF MATERIALS
37 1/2" MAX.
O.A. WIDTH
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1 TYP. ELEVATION 1
1 6'-B" DOOR HEIGHT
37 1/2" MAX.
2 TYP. ELEVATION 2
1 8'-0" DOOR HEIGHT
NOTE:
DOORS SHOWN ABOVE MAY BE LEFT
OR RIGHT HAND OPERATING DOORS.
MAX. OVERALL
DESIGN PRESSURE (PSF)
NOMINAL SIZE
MISSILE
CONFIGURATION
IMPACT
INSWING
OUTSWING
WIDTH
HEIGHT
RATING
POS.
NEG.
POS.
NEG.
X
3'-0"
6'-8"
65
65
65
65
LMI & SMI
X RADIUS
3'-0"
6'-8"
65
65
65
65
LMI & SMI
X
3'-0"
8'-0"
50
50
50
50
LMI & SMI
*SEE GENERAL NOTE 7, SHEET 1, FOR WATER INFILTRATION APPROVED SILLS.
PREPARED nV-
1(k
BUILDING DROPS, INC.
398 E. DANIA BEACH BLVD., STE. 338
DANIA BEACH, FL 33004
PH:(954)399-8478
FAX : (954)744.4738
WEB: www.buildingdrops.com
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REMARKS
BY
DATE
dd ADA sill, MP Lock, Radius Lt.
GL
06/23/14
Reference DWG. #A010872A
AM
09/10/19
\ND 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
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Digitally signed by Hermes F Norero
Reason: I am approving this d0Cumen
Date: 2019.10.01 21:22:08-04'00'
DATE: 02.05.14
DWG. BY: CHK. Y:
G L/TJ M SS%M SS
SCALE: NTS
DWG. #: D015704
SHEET: OF10
1
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. 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.
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO
STUCCO, FOAM, BRICK VENEER, AND SIDING.
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL
OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
5. 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.
6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK
CONCRETE/MASONRY CONSTRUCTION.
7. 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.
8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR
LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING.
9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
ANCHOR TABLE
6'8" DOORS
8'0" DOORS
ANCHOR TYPE
ANCHOR
SIZE
SUBSTRATE
MIN.
EMBEDMENT
MIN. EDGE
DISTANCE
MAX. O.C.
MAX. O.C.
SPACING AT
SPACING AT
JAMBS
JAMBS
WOOD SCREW
#10
2X WOOD BUCK
1-1/2"
3/4"
17-1/2"
17-1/4"
OR FRAMING
ITW TAPCON
3/16"
CONCRETE/CMU
1-1/4"
2-1/2"
17-1/2"
17-1/4"
ELCO ULTRACON
1/4"
CONCRETE/CMU
1-3/8" - CONC.
1-1/4" - CMU
1"
17-1/2"
17-1/4"
ITW TAPCON
3/16"
CONCRETE/CMU
1-1/4"
V.
10"
14-3/8"
B2
DETAIL B2\
TYP. HOPPE
MULTI -POINT SHOOT BOLT
PLATE LOCATION
2- #9 X 2 1/2" PFH
PFH SCREWS
1- BOTTOM SHOOT
BOLT PLATE
HOPPE #2098911
2- #9 X 2 1/2" PFH
SCREWS
DETAIL D2
TYP. HOPPE
MULTI -POINT SHOOT BOLT
PLATE LOCATION
(RH PLATE SHOWN)
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NOTE:
NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (X) ONLY.
PREPARED av
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BUILDING DROPS, INC.
398 E. DANIA BEACH BLVD., STE. 338
DANIA BEACH, FL 33004
PH:(954)399-8478
FAX:(954)744.4738
WEB: www.buildingdrops.com
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BY
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06/23/1
Reference DWG. #AO10872A
AM
09/10/1
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.
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DATE: 02.05.14
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SCALE: NTS
DWG. #: D015704 77
SHEET: OF10
A SILL SECTION VIEW
INSWING SHOWN OUITSWING SIMILAR
SEE DE.A.L.,
C HEAD SECTION VIEW
2 INSWING SHOWN OUITSWING SIMILAR
SEE DETAIL D2
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4 OUTSWING SHOWN - INSWING SIMILAR
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PREPARED av
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BUILDING DROPS, INC.
398 E. DANIA BEACH BLVD., STE. 338
DANIA BEACH, FL 33004
PH:(954)399-8478
FAX:(954)744.4738
WEB: www.buildingdrops.com
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dd ADA sill, MP Lock, Radius Lt.
GL
06/23/14
Reference DWG. #A010872A
AM
09/10/19
\ND 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
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DATE: 02.05.14
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SCALE: NTS
DWG. #: D015704
SHEET: OF10
INTERIOR
EXTERIOR
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W/ STRIKE HARDWARE
4- MPL STRIKE PLATES
1 LOCK JAMB
OUTSWING SHOWN - INSWING SIMILAR 5R
9 - #9 X 1 3/4" PFH
8 - #9 X 2 1/2" PFH W/ HARDWARE
W/ STRIKE HARDWARE (6'-8" & 8'-0" UNITS)
4- MPL STRIKE PLATES
EXTERIOR
O1
INTERIORo
HINGE SCHEDULE
DOOR HEIGHT
QUANTITY
6'-8"
3
8'-0"
4
INTERIOR
1
FXTFRI\
HINGE DETAILATJAMB:
PLACE #9 X 2-1/2" PFH SCREW NEXT TO WEATHERSTRIP
—1- #9 X 2-1/2" PHILLIPS
FLATHEAD WOOD SCREW
—3- #9 X 3/4" PHILLIPS
FLATHEAD WOOD SCREWS
—4-#9 PHILLIPS FLATHEAD WOOD SCREWS
USE 3/4" LENGTH FOR 6'-8" DOORS
USE 1" LENGTH FOR 8'-0" DOORS
3 HINGE JAMB
,\-5j
OUTSWING SHOWN - INSWING SIMILAR
3 - #8 X 2" PFH 13 - #8 X 1 3/8" PFH (6'-8" UNITS)
W/ STRIKE HARDWARE r
15 - E X 1 HA PFH (8'-0" UNITS)
1- MPL STRIKE PLATECOMES W/ HARDWARE
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3 - #8 X 1 1/2" PFH
1- REINFORCEMENT
SHOOT STRIP
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5 TOP/BOTTOM REINF. PLATE - ACTIVE PANEL ONLY
4 - #8 X 1 3/8" PFH
1- REINFORCEMENT PLATE
HOPPE #2512296
4 ROCKWELL MULTI -POINT LOCK JAMB rSHOPPE MULTI -POINT LOCK JAMB 6 HOPPE MULTI -POINT LOCK
OUTSWING SHOWN - INSWING SIMILAR 5 OUTSWING SHOWN - INSWING SIMILAR 5 TOP REINFORCEMENT PLATE - ACTIVE PANEL ONLY
5
PREPARED u
1(k
BUILDING DROPS, INC.
398 E. DANIA BEACH BLVD., STE. 338
DANIA BEACH, FL 33004
PH:(954)399-8478
FAX:(954)744.4738
WEB: www.buildingdrops.com
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BY
DATE
Add ADA sill, MP Lock, Radius Lt.
GL
06/23/14
Reference DWG. #A010872A
AM
09/10/19
%No 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
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DATE: 02.05.14
DWG. Y: CHK. BY:
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SCALE: NTS
DWG. #: D015704
SHEET: OF10
9
1 MAX-{ — 1/2" AIRSPACE
INTERIOR
EXTERIOR
1/8" ANNEALED GLASS
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6 20 1/2" MAX. D.L.O. WIDTH
62 1/2" MAX. D.L.O. HEIGHT
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20 1/2" MAX D.L.O. WIDTH
78 1/2" MAX D.L.O. HEIGHT
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3-0 X 8-0 - DP 50
1 MAX-{ — 1/2" AIRSPACE
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3 FLUSH GLAZE DETAIL
6 23 7/8" MAX. D.L.O. WIDTH
78 7/8" MAX. D.L.O. HEIGHT
NOTE:
FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BLINDS
BETWEEN GLASS, DECORATIVE, EXTERNAL WROUGHT IRON
AND RADIUS ARE APPROVED IN ALL GLAZING DETAILS SHOWN
ABOVE.
1/2" AIRSPACE
INTERIOR
EXTERIOR
1/8" ANNEALED GLASS
0.090" SGP INTERLAYER
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PREPARED uv
//n^^\\
BUILDING DROPS, INC.
398 E. DANIA BEACH BLVD., STE. 338
DANIA BEACH, FL 33004
PH:(954)399-8478
FAX:(954)744.4738
WEB: www.buildingdrops.com
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REMARKS
BYJ
DATE
dd ADA sill, MP Lock, Radius Lt.
GL
06/23/14
Reference DWG. #A010872A
AM
09/10/19
\ND 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
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DATE: 02.05.14
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SCALE: NTS
D015704
SHEET: OF10
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MIN.
EDGE DIST.
SEE TABLE SHEET 2
2X WOOD BUCK
WOOD ANCHOR
SEE TABLE ON SHEET 2
1 HEAD (TYPICAL)
��7j OUTSWING SHOWN - INSWING SIMILAR
SILICONE
an�aa.�
4 OPERABLE SILL
7 OUTSWING - NO ANCHOR REQUIRED
SILICONE
7!7 2X WOOD BUCK
g OPERABLE SILL
7 OUTSWING - NO ANCHOR REQUIRED
E> OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
2X WOOD BUCK
N
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0.25"
MAX.
SHIM
MIN. EMBED.
SEE TABLE SHEET 2
WOOD ANCHOR
SEE TABLE ON SHEET 2
2 JAMB (TYPICAL)
7 OUTSWING SHOWN - INSWING SIMILAR
2X WOOD BUCK
6 OPERABLE SILL
7 INSWING - NO ANCHOR REQUIRED
3 OPERABLE SILL
7 INSWING - NO ANCHOR REQUIRED
7 OPERABLE SILL
7 OUTSWING - NO ANCHOR REQUIRED
AFCO H-497
2X WOOD BUCK
'ILICONE
2X WOOD BUCK
O
SILICONE SILICONE
2X WOOD BUCK 2X WOOD BUCK
9 OPERABLE SILL 1 OPERABLE ADA SILL
7 OUTSWING - NO ANCHOR REQUIRED 7 INSWING/OUTSWING - NO ANCHOR REQUIRED
PREPARED uv
//n^^\\
BUILDING DROPS, INC.
398 E. DANIA BEACH BLVD., STE. 338
DANIA BEACH, FL 33004
PH:(954)399-8478
FAX : (954)744.4738
WEB: www.buildingdrops.com
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REMARKS
BY
DATE
Add ADA sill, MP Lock, Radius Lt.
GL
06/23/14
Reference DWG. #A010872A
AM
09/10/19
\ND 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.
,`� ••�,, .... ICI
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X98 A BEA BLVD.. �7S
�i r 133404�1` �t
DATE: 02.05.14
DWG. Y: CHK. BY:
GL TJM I SS/MSS
SCALE: NTS
DWG. #: D015704
SHEET: 0""
7
MIN.
EDGE DIST.
SEE TABLE SHEET 2
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CONCRETE/
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MASONRY
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BY OTHERS
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1X WOOD BUCK
(OPTIONAL)
N Q
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CONCRETE ANCHOR
SEE TABLE ON SHEET 2
1 HEAD (TYPICAL)
8 OUTSWING SHOWN - INSWING SIMILAR
SILICONE
CONCRETE/
MASONRY
BY OTHERS
4 OPERABLE SILL
OUTSWING - NO ANCHOR REQUIRED
amrl—�—z- SILICONE
d d
Q d
Q .
CONCRETE/
MASONRY
BY OTHERS
g OPERABLE SILL
OUTSWING - NO ANCHOR REQUIRED
OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
1X WOOD BUCK
ry
w
(OPTIONAL)
w
in 2
° °
a
4.
LU
m
I.;,
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CONCRETE ANCHOR
SEE TABLE ON SHEET 2
LU
N
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<
/j
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/
r a
MAX '
MAX.
SHIM
CONCRETE/MASONRY BY OTHERS
MIN. EMBED.
SEE TABLE SHEET
2
/,2
JAMB
(TYPICAL)
R J OUTSWING SHOWN - INSWING SIMILAR
6 OPERABLE SILL
8 INSWING - NO ANCHOR REQUIRED
g OPERABLE SILL
8 OUTSWING - NO ANCHOR REQUIRED
CONCRETE/
MASONRY
BY OTHERS
ICONE
CONCRETE/
MASONRY
BY OTHERS
3 OPERABLE SILL
8 INSWING - NO ANCHOR REQUIRED
7 OPERABLE SILL
8 OUTSWING - NO ANCHOR REQUIRED
AFCO H-497
CONCRETE/
MASONRY
BY OTHERS
LICONE
CONCRETE/
MASONRY
BY OTHERS
-U IV t
CONCRETE/
MASONRY
BY OTHERS
1 OPERABLE SILL
8 OUTSWING/INSWING - NO ANCHOR REQUIRED
PREPARED Qv'
BUILDING DROPS, INC.
398 E. DANIA BEACH BLVD., STE. 338
DANIA BEACH, FL 33004
PH:(954)399-8478
FAX:(954)744.4738
WEB: www.buildingdrops.com
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REMARKS
BYJ
DATE
dd ADA sill, MP Lock, Radius Lt.
GL
06/23/14
Reference DWG.
#A010872A
AM
09/10/19
,ND 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
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DATE: 02.05.14
DWG. BY: CHK. Y:
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SCALE: NTS
D015704
SHEET: OF10
F6101