HomeMy WebLinkAboutSET UP-INSTALLATIONSPREPARED BY:
JELIEN SCANNED
e BY BUILDING DROPS, INC.
WINDOWS & DOORS Dee.wxi.oumnvos,moe
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DESIGN PRO /SMOOTH PRO /STUDIO
IMPACT APPROVED
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ)
GENDULNOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE IFBQ, INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 201-94
• TAS20241
TAS 203A4
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE
RESISTING SYSTEM CAPABLE OF WUMSTANDING 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 15 NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
S. GPANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. ADDITIONAL PANEL CONFIGURATIONS AND FLUSH
DOORS ARE QUAUFIED.
6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PER
REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES MAT
PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY
OVERHANG SUM THAT OVERHANG (OH) RATIO v OH LENGTH: OH HEIGHT 1511.0
TABLEOFCONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
A
TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES
2
A
TYPICAL ANCHOR LAYOUTS AND NOTES
3
A
OPTIONAL 2X BUCK ANCHORING DETAILS AN D QUALIFIED SKIN PATTERNS
4
A
VERTICAL ASSEMBLIES
5
A
HORIZONTAL ASSEMBLIES
6
A
WOODSUBSTRATES
]
A
CONCRETE SUBSTRATES
8
A
COMPONENTS& BILL OF MATERIALS
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TYP. ELEVATION 2
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NOTE:
DOORS SHOWN ABOVE MAY BE LEFT
OR RIGHT HAND OPERATING DOORS.
MAX.OVERALI
DESIGN PRESSURE (PSF)
NOMINALSIZE
CONFIGURATION
INSWING
OUTSNING
WIOTN
HEIGHT
6RATING
POS. NEG.X
65• 6S
3'-0'
6'8°
65• 65
50'
S0
'SEE GENERAL NOTE 6, SHEET 1, FOR WATER INFILTRATION APPROVED SILLS.
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DATE: 02.05.14
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SCALE: NTS
DWG. R: AO10871A
SHEET: OF8
1
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMIS). MAXIMUM ALLOWABLE
SHIM STACK TO BE1/4INCH. SHIM WHERE SPACE OF I/15INCH OR GREATER OCCURS. SHIMISI 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 HAW A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
S. FOR HOLLOW BLOCK AND GROUT FI LLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR
POINTS. EDGE DISTANCE IT 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 3"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 20M PSI.
S. SEE SHEETS 6 AND 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.
ANCHORTABLE
6'0' DOORSLD
ANCHORTYPE
ANCHOR
SRE
SUBSTRATE
MIN.
EMBEDMENT
MIN. EDGE
DISTANCE MAX. O.C.
SPACING ATIAMBS
WOODSCREW
910
2XWDODSUOI
OR FRAMING
14a.
3/4' 17-1/2'
FTWTAPCON
311V
CONCRETE/CMU
1 1-1/4'
21/2' 17-1/2'
17-1/4-
ELCO ULTRACON
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L 4'
1" 10"
143/8°
02
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2- X9 K 21/2" PFH
PFH SCifl45
4
DETAIL 01
TYP. HOPPE
1-BOTTON SHOOT
MULTFPOINT SHOOT BOLT
SOLT PLATE
PLATE LOCATION
HOPPE 9209MIl
DETAIL D2
TYR HOPPE
MULTI -POINT SHOOT BOLT
PIATELOCATION
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I/2•PFH
17 1/2' MAX
O.A. WIDTH
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NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (K) ONLY.
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WOOD BUCK
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2X WOOD BUCK INSTALL
ANCHOR PER BUCK ANCH DR TABLE
�2X WOOD BUCK INSTALL.
NOTES:
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL,
2. ANCH ORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3.
SL230 SL130,LEFr SL330, RIGHT SL230, B'0- SL130, B'0'
SL220, LEFT SU20, RIGHT SL300,LEFT SL300, RIGHT SL600
QUALIFIED SKIN PATTERNS
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.002�110 , � r,WOt.010
yP. GROOVE DIMENSIONS
31 BUCK ANCHOR TABLE
6'8' DOORS
B-0- DOORS
ANSIZE CHOR
MIN.EDGE
MIN.CENTER
ANCHORTYPE
SUBSTRATE
EMBEDMENT
DIST. TO
SUBSTRATE
TO CENTER
DISTANCE
MAK O.L
MAX. O.G
SPACING AT
SPACINGAT
IAMBS
IAMBS
ITWTAPCON
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CONCRETE/CMU
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4-
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ELCO ULTRACON
1/4'
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IBM CONL
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PREPARED BY:
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HINGE DETAIL AT IAMB:
PLACE US F 21/2" PFH SCREW NEXT TO WEATHERSTRIP
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USE 3/4'LEN TLATXEADWWORS EW5
USE 3/4° LENGTH FOR 0'' D DOORS
USE 1" LENGTH FOR 0'-0' DOORS
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DUTHDINGE SHOWN -NAMSWING IMINq
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INTERIOR
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4-99A 23/8" PFH
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HOPPE REINFORCEMENT
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5 TOP REINFORCEMENT PLATE -ACTIVE PANEL ONLY
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DATE: 02.05.14
DWG. Y: CH1. Y:
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SCALE: NTS
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SHEET: OFI
5
MIN.
EDGEDIST.
SEE TABLE SHEET
BUCK
THEAD (TYPICAL)
OUTSWING SHOWN -INSWING SIMILAR
/41 OPERABLE SILL
6 OUTSWING- NO ANCHOR REQUIRED
AFCO J-2297
�Z OPERABLE SILL
OUTSWING- NO ANCHOR REQUIRED
AFCO A-117
E> DPDONALLY,ANCHOR CAN BE PLACEDIN NARROW
SECTION OF HEAD ORJAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED,
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ENDURA ZAIL4S65F W 3
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DATE: 02.05.14
n OPERABLE SILL OPERABLE ADA SILL GL YJM `S"KS�MS!
6 OUTSWING- NO ANCHOR REQUIRED 6 INSWINGIDUTSWING- NO ANCHOR REQUIRED SCALE: NTS
ENDURA ZOBL4565F ENDURA HQ5000 DWG. „: Am nA71 A
PREPARED BY:
MIN. 1% WOOD BUCK
EDGE BEST. (OPTIONAN
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CONCRETE ANCHOR SII ON eNa.n lm.
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SE[ TABLE ON SHEET 2
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MASONRY MASONRY MASONRY
BYOTHERS BY OTHERS BYOTHERS
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MASONRY MASONRY
BY OTHERS BY OTHERS BY OTHERS OPERABLE SILL OPERABLE SILL OPERABLE SILL DATE: 02.05.14
7 OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING- NO ANCHOR REQUIRED 7 UTSWING/INSWING- NO ANCHOR REQUIRED DWG. Y: CHK. Y:
AFCO A-217 ENDUM70B14565F ENDUIIA HCIS000 ADA GL�JM SS MSS
SCALE: NTS
I DwG. N: A01 OR71 A
p OPTONAUY, ANCHOR CAN BE PLACED IN NARROW
SECTION OF HERO OR IAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
BILL OF MATERIALS
ITEM#
DESCRIPTION
MATERIAL
1
FRAME HEAD/IAMBS
FINGER JOE WED PINE
SOLID PINE
LAMINATEDVENEER
LUMBER
COMPOSITE
l
(NOT USED)
3
(NOT USED)
4
ENDURA LML4565F THRESHOLD
-
5
AFCO)-2297 THRESHOLD
-
6
AFCO A-276/P-IM THRESHOLD
-
7
AFCOH-497THRESPIOM
-
8
AFCO A-117 THRESHOLD
-
9
ENDURA ZOBL4565F THRESHOLD
-
20
ENDU RA HCISWO ADA THRESHOLD
-
11
WEATHERSTRIP
URETHANE FOAM &
POLYETHYLENE
/2
NUN -COMPRESSION SHIM (0.25" MAX. THK.I
COMPOSITE
13
(NOTUSED)
-
14
(NOTU5FDl
-
15
110 WOOD INSTALLATION SCREW W/ 11/2' MIN. EMBEDMENT
STEEL
16
CONC./CMU ANCHOR ISEE ANCHOR TABLE SMELTS 2 IS 31
STEEL
17
BUTT H I NGE(SEE SCHEDULE SHEET 5)
STEEL
18
KWIKSET LOCK SERIES 400
STEEL
19
KWIKSET DEADBOIT SERIES 780
STEEL
20
ROCKWELL M ULTI-POINT TONGUE IATCH 173228768 68 UNIT
ROCKWELL MULTI -POINT TONGUE IATCH 9732287M " UNIT
STEEL
21
HOPPE MULI-POINT HARDWARE HLS9000
STEEL
22
HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LEE N8784091
STEEL
23
HOPPE MUU-POINT HEAD SHOOT BOLT PLATE RH R8783923
STEEL
2U ROCKWELL MULT-POINT LOCK
.79'
21 HOPPE MULT-POINT LOCK
W/ SILL SHOOT BOLT PLATE 02O98911
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REMARKS
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1 FRAMESEE HEAD/JAMBS O ENDURA O AFCO
O AFCO A-276/P-2000 22 HEAD SHOOT BOLT PLATE (LH)
THRESHOLD
O
4.563" - a.56• L� 5.6]" I 4.57' 1 1.75'
O AFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD O ENDURA ZOBL4565F 10 ENDURA HC15000 ADA 23 HEAD SHOOT BOLT PLATE (RH) GL/TJM
THRESHOLD THRESHOLD SCALE: NT
�' DWG. N: A01 O
e 4.58''N II Ho "" SHEET:
4.62° �� 4.56• -I o 1.75- I 8