HomeMy WebLinkAboutTYPICAL ELEVATIONS DESIGN PRESSURES AND GENERAL NOTESJEL19rWE.-N.>o
DESIGN PRO/SMOOTH PRO FULL LITE
NON -IMPACT
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE (FBC), INCLUDING HVHZAND HAS BEEN EVALUATED ACCORDING TOTHE FOLLOWING:
• TAS 202-94
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 REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
S. 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 AND INTERNAL WROUGHT IRON. RADIUS (SHAPED) LITES ARE QUALIFIED
FOR 6'-8" DOORS AT DP+/- 60 ONLY.
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 21.0
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
B
TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES
2
B
TYPICALANCHOR LAYOUTSAND NOTES
3
B
OPTIONAL 2X BUCK ANCHORING DETAILS
4
B
VERTICAL ASSEMBLIES
5
B
HORIZONTAL ASSEMBLIES
6
B
GLAZING DETAILS
7
B
WOODSUBSTRATES
8
B
CONCRETE SUBSTRATES
9
B
COMPONENTS & BILL OF MATERIALS
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6
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TYP. ELEVATION 1
W.-W.. HEIGHT
T
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a
MAX. OVERALL
DESIGN PRESSURE (PSF)
NOMINAL SIZE
MISSILE
CONFIGURATION
INSWING
OUTSWING
IMPACT
WIDTH
HEIGHT
RATING
POS.
NEG.
POS.
FNEG.
XX
6'-0"
V.S.,
GO"
608
60AS
60'
NOWIMPACT
XX RADIUS.
6'-0"
1'-8"
60A8
60'
60Aa
608
NON -IMPACT
XX
6'-0"
8'-0"
5UR
50
50A
50
NON -IMPACT
nral I1Huury Hrrrsuveu �uu.
B: DESIGN PRESSURE UMITED TOE+/-50 PSF WITH USE OF GU HARDWARE, ITEM #21
PREPARED BY:
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BUILDING DROPS, INC.
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SHEET: 0 F 9
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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 1/41NCH. SHIM WHERE SPACE OF 1/161NCH 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.
S. 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 ZX 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
EMBEDMENTAND EDGE DISTANCE ARE ACHIEVED.
ANCHORTABLE
6'B" DOORS
8'0" DOORS
ANCHOR TYPE
ANCHOR
SIZE
SUBSTRATE
MIN.
EMBEDMENT
MIN. EDGE
DISTANCE
MAX. O.C.
# OF
MAX. O.C.
# OF
SPACING AT
ANCHORSAT
SPACING AT
ANCHORSAT
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HEAD/SILL
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HEAD/SILL
CLUSTERS
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I" MAX.
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NOTE:
FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BLINDS
BETWEEN GLASS, DECORATIVE, EXTERNALAND INTERNAL
WROUGHT IRON AND RADIUS (SHAPED) UTES ARE APPROVED
IN ALL GLAZING DETAILS SHOWN ABOVE.
dd MP Lock & Radius L GL 6/19/1' Add GU Hardware LS 812413E
DATE: 02.05.14
GLITJM SS%MSS
SCALE: NTS
DWG. a: A010864A
'SHEET: OF9
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2X WOOD BUCK
SILICONE WOOD ANCHOR
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%%
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-
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MIN. EMBED.
SEE TABLE SHEET 2
HEAD (TYPICAL)
JAMB (TYPICAL)
3
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7 OUTSWING SHOWN - INSWING SIMILAR
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7
HIGH BUMP OUTSWING
AFCO J-2297
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OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENTAND EDGE DISTANCE ARE ACHIEVED.
BUCK
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DATE: 02.05.14
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BILL OF MATERIALS
ITEM#
DESCRIPTION
MATERIAL
1
FRAME HEAD/JAMBS
FINGER -JOINTED PINE
SOLID PINE
LAMINATED VENEER
LUMBER
COMPOSITE
2
ASTRAGAL, ENDURA ULTIMATE HURRICANE
(SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS)
6063-T6 ALUMINUM
3
(NOT USED)
-
4
ENDURA ZAIL4565F THRESHOLD
5
AFCO J-2297 THRESHOLD
-
6
(NOT USED)
-
7
AFCO H-497 THRESHOLD
-
8
WEATHERSTRIP
'
URETHANE FOAM &
POLYETHYLENE
9
NON -COMPRESSION SHIM (0.25" MAIL THK.)
COMPOSITE
10
2X WOOD (S.G. MUST BE 0.55 OR GREATER)
WOOD
11
1X WOOD (S.G. MUST BE 0.5S OR GREATER)
WOOD
12
#10 WOOD INSTALLATION SCREW W/ 11/2" MIN. EMBEDMENT
STEEL
13
CONC./CMU ANCHOR (SEE ANCHOR TABLE SHEETS 2 & 3)
STEEL
14
BUTT HINGE (SEE SCHEDULE SHEET 5)
-
15
KW IKSET LOCK SERIES 400
STEEL
16
KWIKSET DEADBOLT SERIES 780
STEEL
17
HOPPE MULI-POINT HARDWARE HL59000
(SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS)
STEEL
18
ODL LIPLITE KIT (NI)
HP POLYPRO./PC ABS
19
FLUSH GLAZING LEG
FIBERGLASS
20
ODL LIPLITE KIT (RADIUS LITES)
HP POLYPRO./PCABS
21
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4.56° I f� 5.62—� NTS
4.563" 4.62" DWG- #: A010864
1.78" SHEET:
9