HomeMy WebLinkAboutSET UP-INSTALLATIONSJELI EN
DESIGN PRO/SMOOTH PRO/STUDIO
IMPACT APPROVED
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 TO THE FOLLOWING:
• TAS 201-94
• TAS 202-N
• 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 PROTECT 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. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES, ADDITIONAL PANEL CONFIGURATIONS AND FLUSH
DOORS ARE QUALIFIED.
6. NOTE: AFCO H497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF.
REMAINING SILLS NOT HATED FOR WATER INFILTRATION. IF AUTHORITY HAVING IURISDICTION 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
L
A
TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES
2
A
TYPICALANCHOR LAYOUTS AND NOTES
3
A
OPTIONAL 2X BUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS
4
A
VERTICAL ASSEMBLIES
5
A
HORIZONTAL ASSEMBLIES
6
A
WOODSUBSTRATES
T
A
CONCRETESUBSTRATES
B
A
COMPONENTS& BILL OF MATERIALS
SCANNED
BY
St. Lucie County
3]MAX.
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37 1/2• MAX.
O.A. WIDTH
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6 7 3 9
4 4
)YP. ELEVATION 1
/1 TYP.
ELEVATION
NOTE:
BOORS SHOWN ABOVE MAY BE LEFT
OR RIGHT HAND OPERATING ODORS.
MAY. OVERALL
DESIGN PRESSURE(PSF)
NOMINAL SIZE
MISSILE
CONFIGURATION
IMPACT
INSWING
OUTSWING
WIDTH
HEIGHT'
RATING
POS. I
NEG.
I POS.
LNEG.
X
3'-0°
1 6'-8"
65'
65
6S'
6S
LMI&SMI
X
3'-0°
"
SO'
1 50
1 50'
1 50
LMI&SMI
'SEE GENERAL NOTE 6, SHEET 1, FOR WATER INFILTRATION APPROVED SILLS.
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BUILDING DROPS, INC.
gWAYsgnM b/Hem sF. Nwero. PE.
san'. I am apprwm9 this Oowment
Be. W17 M.0915'.240945'W
DATE: 02.05.14
DWG. Y: CHK. V:
GL TJM I SS MSS
SCALE: NTS
DwG.m A010871A
SHEET: 0F8
II
INSTALLATION NOTES:
1. ONE Ill INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMISI. MAXIMUM ALLOWABLE
SHIM STACK TO BE 1/41NCH. SHIM WHERE SPACE OF 11161NCH OR GREATER OCCURS. SHIM(S) SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDI NG BUT N OT 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, OO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR
JOINTS. EDGE DISTANCE 15 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 2R 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 OFO.55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3DOO 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 475, MINIMUM GROUT COMPRESSIVE STRENGTH OF 20W
PSI.
D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WHH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI.
8. SEE SHEETS 6 AND FOR MORE DETAILS OFTHE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR
LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING.
9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB A5 LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
ANCHORTABIE
G'8"DOORS
B-0"DOORS
ANCHOR TYPE
ANCHOR
SIZE
SUBSTRATE
MIN.
EMBEDMENT
MIN. EDGE
DISTANCE
MAIL O.G
MA%.O.G
SPACINGAT
SPAUNGAT
IAMBS
IAMBS
WOODSCREW
010
XX WOOD BUCK
1.1n'
3/4'
17 Ilr
17-1/4"
OR FRAMING
IT TAPCON
3/16°
CONCRETE/CMU
1-1/4'
2-1/2'
17-1/2"
17-1/4"
ELCO ULTRACON
1/4"
CONCRETMCMU
]d/e"-GONG
1/4"-OVU
1.
17.1/2"
17-1/4'
ITWTAPCON
3/16°
CONCRETE/CMU
1114"
3"
]0"
113/8"
62
DETAIL D2
2-a9 X 21W PR3
TVP.HOPPE
- ---
PFH SCP£NS
MULTI-POINTSHOOT BOLT
04
PLATE LOCATION
(RH PLATE SHOWN)
DETAIL 02
TYP. HOPPE
1-BOTTOM AIWT
ORTUH
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MULTI -POINT SHOOT BOLT
BOLT
PLATE LOCATION
HOPES 92090911
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1/2"PFH
171/2" MAX
O.A. WIDTH
3° TYP.
_DL
V—P"ANCHORLAVOUT
NOTE:
NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOOM RD ONLY.
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REMARKS
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DATE: 02.05.14
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SHEET: OF8
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2X IWOODBUCK INSTALL.
ANCHOR PER BUCK ANCHOR TABLE
f2X WOOD BUCK INSTALL. /412X WOOD BUCK INSTALL.
w
NOTES:
1. 2X BUCK IS NOT FOR INSTALLATIDN AT SILL,
1. ANCHORS MAY BE STAGGERED AS SHOWN IN DETAIL 4/3.
SU30 SL130, LEFT SL130] RIGHT SL130] B'0' SL130, 8.0"
SL220] LEFT SL220/ RIGHT SUDO] LEFT SL300/ RIGHT SL600
QUALIFIED SKIN PATTERNS
350=.010
.091�,O5 .030=.010
l
�TYP. GROOVE
2X BUM ANCHOR TABLE
6-8- DOORS
8-0- DOORS
MIN. EDGE
MIN. CENTER
ANCHOR TYPE
ANCHOR
SUBSTRATE
MINEMBEDMENT
DIST. TO
SUBSTRATE
TO CENTER
DISTANCE
MAX. O.C.
MAX. O.C.
SPACINGAT
SPACING AT
IAMBS
IAMBS
RW TAPCON
1/4'
CONCRETE/CMU
1-1/v
2-1/3'
4'
25-
30.1/4-
ELCO ULTRACON
1/4'
CONCRETE/CMU
1-3X-CONIC
I-1/4--CAAU
1'
4-
25-
301/4'
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ENDURA HC15000
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OPTIONAL AFCO A-117
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T3 HINGE JAMB
5 OUTSWING SHOWN-INSWINGSIMILAR
HINGE DETAIL AT IAMB:
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4- MPL STRIKE PIATES
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HOPPE MULTI —POINT LOCK
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SEETABLE SHEETS
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1 HEAD (TYPICAL)
OUTSWING SHOWN - INSWING SIMILAR
4q OPERABLE SILL
6 OUTSWING- NO ANCHOR REQUIRED
AFCO 141W
T6 B OPERABLE SILL
OUTSWING- NO ANCHOR REQUIRED
AFCO A-11]
p OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR IAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
PREPARED BY:
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DATE: 02.05.14
9 OPERABLE SILL 1 OPERABLE ADA SILL 1 GL/
6 OUTSWING- NO ANCHOR REQUIRED 6 INSWING/OUTSWING- NO ANCHOR REQUIRED SCALE:
ENDURA ZOBW565F ENDURA HCIS000 rm
2
BYOTHERS
WOOD BUCK
(OPTIONAL)
CONCRETE ANCHOR
SFE TABLE ON SHEET
1
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p OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR IAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
PREPARED BE
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(OPTIONAL) BUILDING DROPS, INC
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MASONRY MASONRY
BY OTHERS BY OTHERS
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OUTSWING- NO ANCHOR REQUIRED UTSWING/INSWING- NO ANCHOR REQUIRED
ENDUMZOBU565F ENDURA HOSOOO ADA GLJTJM SS MSS
SCALE: NTS
7
BILL OF MATERIALS
ITEM#
DESCRIPTION
MATERIAL
1
FRAME HEAD/IAMBS
FINGER IO1NTED PINE
SOLID PINE
LAMINATED VENEER
LUMBER
COMPOSITE
2
(NOTUSED)
3
(NOT USED)
4
ENDURA MIL4565F THRESHOLD
-
5
AFCO I-2297 THRESHOLD
-
6
AFCO A-276/P-2000 THRESHOLD
-
AFCO H-497 THRESHOLD
-
8
ARCO A-117 THRESHOLD
-
9
ENDURA ZOBL4565F THRESHOLD
-
10
ENDURA HC15000 ADA THRESHOLD
-
11
WEATHERSTRIP
URETHANE FOAM &
POLYETHYLENE
12
NON -COMPRESSION SHIM (0.25"MAX. THE.)
COMPOSITE
13
(NOTUSED)
-
14
(NOT USED)
-
35
#10 WOOD INSTALLATION SCREW W/11/2"MIN, EMBEDMENT
STEEL
16
CONC./CMU ANCHOR (SEE ANCHOR TABLE SH EETS 2&3)
STEEL
17
BUR HINGE (SEE SCHEDULE SHEET 5)
STEEL
18
KWIKSET LOCK SERIES 400
STEEL
19
KWI KSET DEADBOLT SERIES 780
STEEL
20
ROCKWELL MULTI -POINT TONGUE LATCH # 73229769 6-8 UNIT
ROCKWELL MULTI -POINT TONGUE LATCH #)3228]808-0 UNIT
STEEL
21
HOPPE MULI-POINT HARD WARE HLS9000
STEEL
22
HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LN #8784091
STEEL
23
HOPPE MULI-POINT HEAD SHOOT WET PLATE RH 43783923
STEEL
OVARIES, SEE ROM/ATT LEFTE HADJABS O THRESHOLD ENDURAZAIL4565F O AHREES97 THRESHOLD
OAFCO H-497 THRESHOLD O
4.fi2"
20 ROCKWELL MULT-POINT LOCK
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