765 Amberjack Ln RES20-0168 Door Install DrwgsELDEN.
WINDOWS & DOORS
DESIGN PRO/ SMOOTH PRO
NON -IMPACT
FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ)
r'CNICDAI NI(1TCC.
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 E330-02
• ASTM E283-04
• 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 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 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
WOOD SUBSTRATES
7
A
CONCRETE SUBSTRATES
8
A
COMPONENTS & BILL OF MATERIALS
PREPARED BY:
BUILDING DROPS, INC.
398 E. DANIA BEACH BLVD., STE. 338
DANIA BEACH, FL 33004
PH: (954)399-9478
FAX : (954)744.4738
WEB: www.buildingdrops.com
2 II III 111' III III I I I 1 II 11111 All III I III I I I I Reference DWG. # A010831A I AM 09/04/]
1 TYP. ELEVATION 1
1 6'-8" DOOR HEIGHT
2 TYP. ELEVATION 2
1 8'4" DOOR HEIGHT
NOTE:
DOORS SHOWN ABOVE MAY BE LEFT
OR RIGHT HAND OPERATING DOORS.
MAX. OVERALL
DESIGN PRESSURE (PSF)
NOMINAL SIZE
MISSILE
CONFIGURATION
IMPACT
_o
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INSWING
OUTSWING
WIDTH
HEIGHT
RATING
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POS.
NEG.
37 1/2" MAX.
3'-0"
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50*
50
NON IMPACT
X
3'-0"
8'-0"
O.A. WIDTH
50
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BY DATE
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2 II III 111' III III I I I 1 II 11111 All III I III I I I I Reference DWG. # A010831A I AM 09/04/]
1 TYP. ELEVATION 1
1 6'-8" DOOR HEIGHT
2 TYP. ELEVATION 2
1 8'4" DOOR HEIGHT
NOTE:
DOORS SHOWN ABOVE MAY BE LEFT
OR RIGHT HAND OPERATING DOORS.
*SEE GENERAL NOTE 6, SHEET 1, FOR WATER INFILTRATION APPROVED SILLS.
IND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFI(
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROMTHE REQUIREMENTS DETAILED HEREIN. A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
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igitally signed by Hermes F Norero
eason: I am approving this document
ate: 2019.10.01 18:58:42 -04'00'
DATE: 06.05.14
DWG. Y:
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SSMSS
SCALE: NTS
DWG. #: D015686
SHEET: OF8
1
MAX. OVERALL
DESIGN PRESSURE (PSF)
NOMINAL SIZE
MISSILE
CONFIGURATION
IMPACT
INSWING
OUTSWING
WIDTH
HEIGHT
RATING
POS.
NEG.
POS.
NEG.
X
3'-0"
6'-8"
50*
50
50*
50
NON IMPACT
X
3'-0"
8'-0"
50*
50
50*
50
NON IMPACT
*SEE GENERAL NOTE 6, SHEET 1, FOR WATER INFILTRATION APPROVED SILLS.
IND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFI(
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROMTHE REQUIREMENTS DETAILED HEREIN. A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
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ASO tDQ
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FBPE jtT• OF AUTHORIZATIQN,,t� . 578
igitally signed by Hermes F Norero
eason: I am approving this document
ate: 2019.10.01 18:58:42 -04'00'
DATE: 06.05.14
DWG. Y:
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SCALE: NTS
DWG. #: D015686
SHEET: OF8
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 A
NON-COMPRESSIBLE COMPOSITE 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
O.A. WIDTH
3" TYP.
FC2
CONCRETE/MASONRY CONSTRUCTION.
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
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m=v
FOLLOWING PROPERTIES:
8'0" DOORS
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55.
ANCHOR
SIZE
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
oD
C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH+
MAX. O.C.
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000
OQZ
PSI.
O
D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
z
OF 2000 PSI.
§
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8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR
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LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING.
JAMBS
9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
WOOD SCREW
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
2X WOOD BUCK
ANCHOR TABLE
O.A. WIDTH
3" TYP.
FC2
0
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6'8" DOORS
8'0" DOORS
ANCHOR TYPE
ANCHOR
SIZE
SUBSTRATE
MIN.
EMBEDMENT
MIN. EDGE
DISTANCE
MAX. O.C.
MAX. O.C.
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SPACING AT
SPACING AT
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JAMBS
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2X WOOD BUCK
1-1/2"
3/4"
17-1/2"
17-1/4"
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OR FRAMING
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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
V.
17-1/2"
17-1/4"
ITW TAPCON
3/16"
CONCRETE/CMU
1-1/4"
V.
10"
Add ADA sill, Multi -Point Lock GL 06/05/14
B2
2- #9 X 2 1/2" PFH
PFH SCREWS
DETAILB2\,
TYP. HOPPE 1 BOTTOM SHOOT
MULTI -POINT SHOOT BOLT BOLT PLATE
PLATE LOCATION HOPPE #2098911
DETAIL D2
TYP. HOPPE
MULTI -POINT SHOOT BOLT
PLATE LOCATION
(RH PLATE SHOWN)
D2,,
37 1/2" MAX.
C2
O.A. WIDTH
3" TYP.
FC2
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2 6'-8" & 8'-0" DOOR HEIGHT
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NOTE:
NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (X) ONLY.
NOTE:
DOORS SHOWN ABOVE MAY BE LEFT
2-#9 X 2 1/2" PFH OR RIGHT HAND OPERATING DOORS.
SCREWS
PREPARED BY:
Ik
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
A SILL SECTION VIEW C HEAD SECTION VIEW I
2 INSWING SHOWN OUTSWING SIMILAR 2 INSWING SHOWN OUTSWING SIMILAR
SEE DETAIL B2 SEE DETAIL D2
NND 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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Add ADA sill, Multi -Point Lock GL 06/05/14
Reference DWG. # A010831A AM 09/04/19
A SILL SECTION VIEW C HEAD SECTION VIEW I
2 INSWING SHOWN OUTSWING SIMILAR 2 INSWING SHOWN OUTSWING SIMILAR
SEE DETAIL B2 SEE DETAIL D2
NND 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
DATE: 06.05.14
DWG. Y: CHK. BY:
GL TJM I SS/MSS
SCALE: NTS
DWG. #: D015686
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DATE: 06.05.14
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DWG. #: D015686
SHEET: OF 8
PYTPPIOD
1 OPERABLE HEAD
4 OUTSWING SHOWN - INSWING SIMILAR
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INTERIOR EXTERIOR
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5 OPERABLE ADA SILL
(A INSWING/OUTSWING
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EXTERIOR I6 �I INTERIOR
3 OPERABLE SILL
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6 OPERABLE SILL
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EXTERIOR
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7 OPERABLE SILL
4 OUTSWING
OPTIONAL AFCO H-497
9 OPERABLE SILL
4 OUTSWING
TERIOR
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PREPARED BY:
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
WD MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFR
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN. A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DATE: 06.05.14
DWG. Y: CHK. BY:
GL TJM I SS/MSS
SCALE: NTS
DWG. #: D015686
SHEET: OF8
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BY DATE
Add ADA sill, Multi -Point Lock GL 06/05/14
Reference DWG. # A010831A
AM 09/04/19
WD MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFR
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN. A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DATE: 06.05.14
DWG. Y: CHK. BY:
GL TJM I SS/MSS
SCALE: NTS
DWG. #: D015686
SHEET: OF8
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INTERIOR
EXTERIOR
1 LOCK JAMB
5 OUTSWING SHOWN - INSWING SIMILAR
9 - #9 X 13/4" PFH
8 - #9 X 2 1/2" PFH W/ HARDWARE
W/ STRIKE HARDWARE(6'-8" & 8'-0" UNITS)
4- MPL STRIKE PLATES
11741111raT 7
HINGE SCHEDULE
DOOR HEIGHT
QUANTITY
6'-8"
3
8'-0"
4
HINGE DETAIL AT JAMB:
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
�JsjOUTSWING SHOWN - INSWING SIMILAR
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INTERIOR o
13 - #8 X 13/8" PFH (6'-8" UNITS)
3 #8 X 2" PFH 15 - #8 X 13/8" PFH (8'-0" UNITS)
W/ STRIKE HARDWARE COMES W/ HARDWARE
1- MPL STRIKE PLATE
EXTERIOR
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INTERIOR 0
4 - #8 X 13/8" PFH
1 - REINFORCEMENT PLATE —� e
HOPPE #2512296
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4 ROCKWELL MULTI -POINT LOCK JAMB 5 HOPPE MULTI -POINT LOCK JAMB 6 HOPPE MULTI -POINT LOCK
5 OUTSWING SHOWN - INSWING SIMILAR 5 OUTSWING SHOWN - INSWING SIMILAR 5 TOP REINFORCEMENT PLATE - ACTIVE PANEL ONLY
PREPARED BY:
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
\No MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROMTHE REQUIREMENTS DETAILED HEREIN. A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
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DATE: 06.05.14
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DWG. #: D015686
SHEET: OF 8
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BY DATE
Add ADA sill, Multi -Point Lock GL 06/05/14
Reference DWG. # A010831A AM 09/04/19
\No MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROMTHE REQUIREMENTS DETAILED HEREIN. A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
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78 `.
, 398`E.l A BEA BLVD.,�SSLE�J8'
jiA 4 330 �t
DATE: 06.05.14
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SCALE: NTS
DWG. #: D015686
SHEET: OF 8
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MIN.
EDGE DIST.
SEE TABLE SHEET 2
2X WOOD BUCK
WOOD ANCHOR
SEE TABLE ON SHEET 2
1 HEAD (TYPICAL)
6 OUTSWING SHOWN - INSWING SIMILAR
SILICONE
nn aI Irk
4 OPERABLE SILL
6 OUTSWING - NO ANCHOR REQUIRED
SILICONE
2X WOOD BUCK
8 OPERABLE SILL
6 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
W
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SEE TABLE ON SHEET 2
2 JAMB (TYPICAL)
6 OUTSWING SHOWN - INSWING SIMILAR
6 OPERABLE SILL
6 INSWING - NO ANCHOR REQUIRED
2X WOOD BUCK
3 OPERABLE SILL
6 INSWING - NO ANCHOR REQUIRED
7 OPERABLE SILL
6 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
6 OUTSWING - NO ANCHOR REQUIRED 6 INSWING/OUTSWING - NO ANCHOR REQUIRED
PREPARED BY:
lln^\\
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
Add ADA sill, Multi -Point Lock I GL 106/05/14
Reference DWG. #A010831A I AM 109/04/191
%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
DOCUMENTS FOR USE WITH THIS DOCUMENT.
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DATE: 06.05.14
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DWG. #: D015686
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BY DATE
Add ADA sill, Multi -Point Lock I GL 106/05/14
Reference DWG. #A010831A I AM 109/04/191
%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
DOCUMENTS FOR USE WITH THIS DOCUMENT.
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DATE: 06.05.14
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SCALE: NTS
DWG. #: D015686
SHEET: OF8
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2w
z Q
w
Ln
MIN.
EDGE DIST.
SEE TABLE SHEET 2
CONCRETE/
MASONRY
BY OTHERS
1X WOOD BUCK
(OPTIONAL)
E>
CONCRETE ANCHOR
SEE TABLE ON SHEET 2
1 HEAD (TYPICAL)
7 OUTSWING SHOWN - INSWING SIMILAR
4 OPERABLE SILL
7 OUTSWING - NO ANCHOR REQUIRED
SILICONE
CONCRETE/
MASONRY
BY OTHERS
SILICONE
d d
4 d
Q
CONCRETE/
MASONRY
BY OTHERS
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.
N 1X WOOD BUCK
LU (OPTIONAL)
w °` a
v = 4.
Ln
Lu
g o a % j� CONCRETE ANCHOR
LU ° SEE TABLE ON SHEET 2
LU °
N
< 4. j
° /
.
MAX
n a MAX.
SHIM
�- CONCRETE/MASONRY BY OTHERS
MIN. EMBED.
SEE TABLE SHEET 2
JAMB (TYPICAL)
T)
OUTSWING SHOWN - INSWING SIMILAR
6 OPERABLE SILL
7 INSWING - NO ANCHOR REQUIRED
9 OPERABLE SILL
7 OUTSWING - NO ANCHOR REQUIRED
CONCRETE/
MASONRY
BY OTHERS
ICONE
CONCRETE/
MASONRY
BY OTHERS
3 OPERABLE SILL
7 INSWING - NO ANCHOR REQUIRED
7 OPERABLE SILL
7 OUTSWING - NO ANCHOR REQUIRED
AFCO H-497
CONCRETE/
MASONRY
BY OTHERS
LICONE
CONCRETE/
MASONRY
BY OTHERS
SILICONE
.d d
•Q d
Q .
CONCRETE/
MASONRY
BY OTHERS
1 OPERABLE SILL
7 OUTSWING/INSWING - NO ANCHOR REQUIRED
PREPARED BY:
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
\ND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFR
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN. A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
.7 7 O .
"fl S A OF r
�I OT ES`F. 119)0'78
• ���
'!1 39.8'EJ A BEA ^BLVD.
®{A FS
ACRi33\ tet`
DATE: 06.05.14
DWG. Y: CHK. Y:
GL TJM SS MSS
SCALE: NTS
DWG. #: D015686
SHEET: OF 8
7
.o
O
z
mom
M N
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CL.
O
N
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a
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< Ln Ln
0 Q
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w
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Wo
Q
U
O
3
U
�o
a
z
W3
F
H
REMARKS
BY DATE
Add ADA sill, Multi -Point Lock GL 06/05/14
Reference DWG. # A010831A AM 09/04/19
\ND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFR
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN. A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
.7 7 O .
"fl S A OF r
�I OT ES`F. 119)0'78
• ���
'!1 39.8'EJ A BEA ^BLVD.
®{A FS
ACRi33\ tet`
DATE: 06.05.14
DWG. Y: CHK. Y:
GL TJM SS MSS
SCALE: NTS
DWG. #: D015686
SHEET: OF 8
7
BILL OF MATERIALS
ITEM#
DESCRIPTION
MATERIAL
1
FRAME HEAD/JAMBS
FINGER -JOINTED PINE
SOLID PINE
LAMINATED VENEER
LUMBER
COMPOSITE
2
(NOT USED)
O 0
3
(NOT USED)
2
4
THRESHOLD
5
THRESHOLD
a
6
THRESHOLD
O
7
AFCO H-497 THRESHOLD
Ln Ln
8
THRESHOLD
CL z
9
THRESHOLD
�?
10
ADA THRESHOLD
mn
11
WEATHERSTRIP
URETHANE FOAM &
POLYETHYLENE
12
NON -COMPRESSION SHIM (0.25" MAX. THK.)
COMPOSITE
13
2X WOOD (S.G. MUST BE 0.55 OR GREATER)
WOOD
14
1X WOOD (S.G. MUST BE 0.55 OR GREATER)
WOOD
15
#10 WOOD INSTALLATION SCREW W/ 11/2" MIN. EMBEDMENT
STEEL
16
CONC./CMU ANCHOR (SEE ANCHOR TABLE SHEETS 2 & 3)
STEEL
17
BUTT HINGE (SEE SCHEDULE SHEET 5)
STEEL
18
LOCK SERIES 400
STEEL
19
DEADBOLT SERIES 780
STEEL
20
ROCKWELL MULTI -POINT TONGUE LATCH # 73228768 6-8 UNIT
ROCKWELL MULTI -POINT TONGUE LATCH #73228780 8-0 UNIT
STEEL
21
HOPPE MULI-POINT HARDWARE HLS9000
STEEL
22
HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH #8784091
STEEL
23
HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH #8783923
STEEL
24
PU DOOR CORE
OFRAME HEAD/JAMBS
VARIES, SEE BOM ABOVE
4.563"
(20)
ROCKWELL MULT-POINT LOCK
O
o0 0
® L2 eo
® O Ln
11� n
w cn
HANDLE
HEIGHT
a
O
79"
00
co
OP
io
M
00
N
21 HOPPE MULT-POINT LOCK
W/ SILL SHOOT BOLT PLATE #2098911
0
OOO O
N
O
ti
Q
0
LU
>
m M
O 0
Q
N
V7 N Ln
2
2
0
O J 00 00
YLL;-
00 0
0
a
Cn eo
O
r,
m
Ln Ln
O
Y
CL z
N N
Za
�?
Q
w Q
mn
°'Ln
0
0.63"
0
-4 1.65" 4--
THRESHOLD
~
THRESHOLD O THRESHOLD 6 THRESHOLD 22
O O O
r, L
4.56" —I I 5.62" 4.57" -�
OAFCO H-497 THRESHOLD O THRESHOLD O THRESHOLD
CZ)
Ln
rn 4.58"
0
4.62" � 4.56" �I
10 ADA THRESHOLD 23
o 5.00"
0
Ln
0
U�_
d
HANDLE
HEIGHT
0
p 0
O Flo
F I e
HEAD SHOOT BOLT PLATE (LH)
M
u OO Oo
f 1.75"
HEAD SHOOT BOLT PLATE (RH)
m
d0a
1.75"
PREPARED BY:
//C^\\)
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
MD 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
O
N.77 O.
"fl S A OF
E RERO�
78
!J ,�98'EJ A BEA BLVD.,,sr,F�(s',s,'
. (aZa
DATE: 06.05.14
DWG. BY: CHK. BY:
GL/TJM I SS/MSS
SCALE: NTS
DWG. #: D015686
SHEET: OF 8
11601
N
J
ti
Q
o
LU
>
m M
0
Q
N
V7 N Ln
2
2
0
O J 00 00
YLL;-
Ln
a
n Q 2 x
2 a
�
r,
m
O z
m
Y
CL z
0
Za
�?
Q
w Q
W
Q
a
Z
W
3
Z
O
�o
A
6i
d
z
W 3
O
U
REMARKS
BY I DATE
Add ADA sill, Multi -Point Lock GL 06/05/14
Reference DWG. # A010831A AM 09/04/19
MD 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
O
N.77 O.
"fl S A OF
E RERO�
78
!J ,�98'EJ A BEA BLVD.,,sr,F�(s',s,'
. (aZa
DATE: 06.05.14
DWG. BY: CHK. BY:
GL/TJM I SS/MSS
SCALE: NTS
DWG. #: D015686
SHEET: OF 8
11601