HomeMy WebLinkAboutTypical Elevations Design window & DoorsJELD"WEN.
WINDOWS & DOO'RSflECEFVED
DESIGN PRO / SMOOTH PRO FULL LITE DEC 10 2.021
IMPACT APPROVED St ��ucie
iFiiiittingnty
" FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT
INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL RESIDENTIAL CODE (IRC), AND FLORIDA BUILDING CODE
(FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• ASTM E283-04
• ASTM E330-02
• ASTM E1886-05
• ASTM E1996-06
• AAMA 1304-02
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 FOR WIND ZONE 3 OR LESS.
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, EXTERNAL WROUGHT IRON AND RADIUS (SHAPED) LITES..
7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.0 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
VERTICAL ASSEMBLIES
5
A
HORIZONTAL ASSEMBLIES
6
A
GLAZING DETAILS
7
WOOD SUBSTRATES
8
CONCRETE SUBSTRATES
9
A
COMPONENTS & BILL OF MATERIALS
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PREPARED BY: `
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BUILDING DROPS, INC.
398 E. DANIA BEACH BLVD., STE. 338
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PH:(954)399.8478
FAX:(954)744.4738
WEB: www.buildingdrops.com
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Reference DWG. #AO10854A 1AMOV04111
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THE INSTALLATION E AILS DESCRIBED R R ER C
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
O
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN. A LICENSED
ENGDOCUMEATCI(dtSJSUG17Ftl4iI5ARE5 CIFIC
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MAX. OVERALL
DESIGN PRESSURE (PSF)
NOMINAL SIZE
MISSILE
CONFIGURATION
IMPACT
INSWING
OUTSWING
WIDTH
HEIGHT
RATING
POS.
NEG.
POS.
NEG.
XX
6'-0"
6'-8"
50*
50
50*
50
LMI & SMI
XX RADIUS
6'-0"
6'-8"
50*
50
50*
50
LMI & SMI
XX
6'-0"
V-0"
50*
1 50
50*
50
LMI & SMI
*SEE GENERAL NOTE 7, SHEET 1, FOR WATER INFILTRATION APPROVED SILLS.
FBPE CERT. OF AUTHORIZATION NO.29578
Digitally signed by Hermes F Norero
Reason: I am approving this document
Date: 2019.12.12 13:28:52-05'00'
DATE: 02.05.14
DWG. Y: CHK. BY:
GL/TJM SS/MSS
SCALE: NTS
DWG. #: D015697
SHEET: OF9
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.
# OF
ANCHORS AT
MAX. O.C.
# OF
ANCHORS AT
SPACING AT
HEAD/SILL
SPACING AT
HEAD/SILL
JAMBS
CLUSTERS
JAMBS
CLUSTERS
WOOD SCREW
#10
2X WOOD BUCK
1-1/2"
3/4"
17-1/2"
4
17-1/4"
4
OR FRAMING
ITW TAPCON
3/16"
CONCRETE/CMU
1-1/4"
2-1/2"
17-1/2"
4
17-1/411
4
ELCO ULTRACON
1/4"
CONCRETE/CMU
1-3/8" - CONC.
1-1/4" - CMU
1"
17-1/2"
4
17-1/4"
4
ITW TAPCON
3/16"
CONCRETE/CMU
1-1/4"
V.
11-5/8"
8
14-3/8"
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BED OF SILICONE
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ASTRAGAL ONLY INSERT PLUG BOLT INSERT PLUG PFH SCREWS STRIKE LOCATION
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UNDER REINFORCEMENT PLATE)
q INSWING SILL SECTION VIEW
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NOTE:
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SCREWS
PREPARED BY:
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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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1dd Multi -Point Lock & Radius Lt
GL
06/23/1
Reference DWG.#AO10854A
AM
09/04/1
MD 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 ARC H_Q L�I� _Z ELSRnEE CIFIC
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FBPE CERT. OFAUTHORIZATION NO.29578
DATE: 02.05.14
DWG. BY: CHK. BY:
GL/TJM I SS/MSS
SCALE: NTS
DWG. #: D015697
SHEET: OF9
2
A5 INTERIOR
--'EXTERIOR
1 MEETING STILE
5 OUTSWING SHOWN - INSWING SIMILAR
HINGE DETAIL AT JAMB:
PLACE #9 X 2-1/2" PFH SCREW NEXT TO WEATHERSTRIP
HINGE SCHEDULE
DOOR HEIGHT
QUANTITY
6'-8"
3
8'-0"
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1- #9 X 2-1/2" PHILLIPS
FLATHEAD WOOD SCREW
3- #9 X 3/4" PHILLIPS
FLATHEAD WOOD SCREW
4- #9 PHILLIPS FLATHEAD WOOD SCREW
USE 3/4" LENGTH FOR 6'-8" DOORS
USE 1" LENGTH FOR 8'-0" DOORS
3 HINGE JAMB
5 OUTSWING SHOWN - INSWING SIMILAR
3-#8X2"PFH
1- MULTI -PT LOCK STRIKE PLATE
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5 TOP REINFORCEMENT PLATE - ACTIVE PANEL ONLY
PREPARED BY:
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BUILDING DROPS, INC.
398 E. DANIA BEACH BLVD., STE. 338
DANIA BEACH, FL 33004
PH:(954)399-8478
FAX:(9541744.4738
WEB: www.buildingdrops.com
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Reference DWG.#A010854A AM
\ND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFR
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN. A LICENSED
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FBPE CERT.OFAUTHORIZATION NO.29578
DATE: 02.05.14
DWG. BY: CHK. BY:
GL/TJM I SS/MSS
SCALE: NTS
DWG. #: D015697
SHEET: OF9
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NOTE:
FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BLINDS
BETWEEN GLASS, DECORATIVE, EXTERNAL WROUGHT IRON
AND RADIUS (SHAPED) LITES ARE APPROVED IN ALL GLAZING
DETAILS SHOWN ABOVE.
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4 GLAZING DETAIL
6 FOR OVAL, SUNBURST, AND ROUND TOPS
IN 6-8" UNITS AT DP+/- 50 PSF ONLY
PREPARED BY:
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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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[Add Multi -Point Lock & Radius Lt GL 06/23/14
Reference DWG. #A010854A AM 09/04/19
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SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN. A LICENSED
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FBPE CERT. OF AUTHORIZATION NO.29578
DATE: 02.05.14
DWG. Y: CHK. BY:
GL/TJM SS/MSS
SCALE: NTS
DWG.#: D015697
SHEET: OF9
6
PREPARED BY:
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SEE TABLE ON SHEET 2
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BUILDING DROPS, INC.
398 E. DANIA BEACH BLVD., STE. 338
DANIA BEACH, FL33004
PH:(954)399-8478
FAX:(954)744.4738
WEB: www.buildingdrops.com
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REMARKS I BYI DATE
\dd Multi -Point Lock & Radius Lt GL 06/23/3
Reference DWG. #A010854A AM 09/04/1
4ND 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 ARCHI Q�I�p f�E BeARE SITE SPECIFIC
DOCUME 7 .MITFT111P�b MENT.
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FBPE CERT. OF AUTHORIZATION NO.29578
DATE: 02.05.14
DWG. Y: CHK. BY:
GL/TJM SS/MSS
SCALE: NTS
DWG. #: D015697
SHEET- OF 9
PREPARED BY:
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SEE TABLE SHEET 2
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CONCRETE/
MASONRY
BY OTHERS
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SEE TABLE SHEET 2
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3 OPERABLE SILL
8 INSWING
CONCRETE ANCHOR
SEE TABLE ON SHEET 2
CONCRETE ANCHOR
SEE TABLE ON SHEET 2
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SEE TABLE SHEET 2
5 OPERABLE SILL
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SEE TABLE SHEET 2
ADA THRESHOLD
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
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\dd Multi -Point Lock & Radius Lt
GL06/23/3
Reference DWG. #A01I I I I I
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4ND MAY NOT REFLECTACTUAL CONDITIONS FORA SPEGFI(
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN. A LICENSED
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FBPE CERT. OF AUTHORIZATION NO.29578
DATE: 02.05.14
DWG. Y: CHK. BY:
GL TJM I SS/MSS
SCALE: NTS
DWG.#: D015697
SHEET: OF 9
OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW I w
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM ov
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.