HomeMy WebLinkAboutGreer-CDP-09June2021EXISTING ADJACENT STRUCTURE
26
.
1
7
'
N 20°44'50" W 85.00'
30
.
0
0
'
N 23°19'55" W 85.00'
a0.0a0.0a0.0a0.0
site plan + project data
1/4"=1'-0"
copyright 2021
job #2030
29 may 2021
c
237 canal street
newport beach, california
greer
architect
michael + michele greer
c l i e n t :
newport beach, california 92663
263 cedar street
newport beach, california 92663
62 balboa coves
tel 949.637.5220
residence
92663
tel 949.548.5907
0 2'8'4'
site/roof plan2
sheet indexproject consultants
X
symbols legend
X
deferred submittals
public works notes
north
vicinity map1
no
r
t
h
1'
project data project data
ref.
north
north
a0.6a0.6a0.6a0.6
floor area analysis plans
1/4"=1'-0"
copyright 2021
job #2030
29 may 2021
c
237 canal street
newport beach, california
greer
architect
michael + michele greer
c l i e n t :
newport beach, california 92663
263 cedar street
newport beach, california 92663
62 balboa coves
tel 949.637.5220
residence
92663
tel 949.548.5907
0 1'4'8'2'
1st floor area analysis1
2nd floor area analysis2
3rd floor area analysis3
ref.
north
north
2,389 s.f. lot area
project area analysis
1,658 s.f. buildable lot area
2 x 1,658=3,316 s.f. allowable
1,028 s.f. 1st floor (livable)
project area analysis
2,754 s.f. total livable
+ 322 s.f. 3rd floor (livable)
421 s.f. garage
1,404 s.f. 2nd floor (livable)
3,175 s.f. total floor area
250 s.f. total open space (249 req'd)
+
open space provided
125 s.f. 1st floor (at rear patio)
125 s.f. 2nd floor (at master deck)
BENCHMARK NOTE:
OCSBM 1J-58-80
ELEV=9.274
NAVD88 DATUM, 2005 ADJ.
JOB NO.SHEET
1 3 9 A v e n i d a N a v a r r o
San Clemen te, CA 92672
9 4 9 .4 9 2 .8 5 8 6
www.toalengi neer i ng.com
CI VI L E NG I NE ER I NG
L A N D S U R V E Y I N G
STORMWATER QUALITY
OF
PREPARED FOR:
AP
V
D
.
DA
T
E
R
E
V
I
S
I
O
N
S
BY
DA
T
E
APPD.:
DATE:
DWG. NO.
H. SCALE:
V. SCALE:SURVEY DATE:
CHD.:
DRN.:
MICHAEL AND MICHELE
GREER
S
T
A
T
E OF CA L I F O R NIA
LICE N S E D LAND SUR
V
E
Y
ORVIKTOR P.
MEUM
No. 8682
VIKTOR P. MEUM
P.L.S. 8682
DATE:
1/8"=1'
-9-23-20
10-13-20
MSF
-
VM
20200 1 1
TP-01
LO
T
1
8
,
B
L
O
C
K
1
1
,
T
R
A
C
T
7
7
2
,
A
P
N
0
4
5
-
0
5
5
-
4
5
23
7
C
A
N
A
L
S
T
R
E
E
T
,
N
E
W
P
O
R
T
B
E
A
C
H
,
C
A
L
I
F
O
R
N
I
A
TO
P
O
G
R
A
P
H
I
C
A
N
D
B
O
U
N
D
A
R
Y
S
U
R
V
E
Y
SCALE: 1/8"=1'
EASEMENT NOTE
GARAGE
PROPOSED RESIDENCE
FF=9.25
CONSTRUCTION NOTES
DISPOSITION NOTES
LEGEND
ADDITIONAL NOTES
PRELIMINARY PLAN
NOT FOR CONSTRUCTION
DEVELOPMENT STATISTICS
DETAIL
BOTTOMLESS CONCRETE CHANNEL DRAIN
W/ INFILTRATION TRENCH
DETAIL
CONCRETE CHANNEL DRAIN
1 3 9 A v e n i d a N a v a r r o
San Clemen te, CA 92 672
9 4 9 .4 9 2 .8 5 8 6
www.toalengi neeri ng.com
CI VI L E NGI NE ER I NG
L A N D S U R V E Y I N G
STORMWATER QUALITY
EASEMENT NOTE
DETAIL
CATCH BASIN/FILTER ASSEMBLY
DETAIL
DOWNSPOUT OUTLET
GARAGE
PROPOSED RESIDENCE
FF=9.25
PRELIMINARY PLAN
NOT FOR CONSTRUCTION
1 3 9 A v e n i d a N a v a r r o
San Clemen te, CA 92 672
9 4 9 .4 9 2 .8 5 8 6
www.toalengi neeri ng.com
CI VI L E NGI NE ER I NG
L A N D S U R V E Y I N G
STORMWATER QUALITY
LEGENDNOTE
YEAR-ROUND BMP REQUIREMENTSEROSION CONTROL BMPs
TEMPORARY SEDIMENT CONTROL
WIND EROSION CONTROL
WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL
NON-STORMWATER MANAGEMENT
GARAGE
PROPOSED RESIDENCE
FF=9.25
DEVELOPMENT STATISTICS
DETAIL
BOTTOMLESS CONCRETE CHANNEL DRAIN
W/ INFILTRATION TRENCH
DETAIL
CONCRETE CHANNEL DRAIN
1 3 9 A v e n i d a N a v a r r o
San Clemen te, CA 92 672
9 4 9 .4 9 2 .8 5 8 6
www.toalengi neeri ng.com
CI VI L E NGI NE ER I NG
L A N D S U R V E Y I N G
STORMWATER QUALITY
WQMP LEGEND
PROPOSED BUILDING
PROPOSED LANDSCAPE
PROPOSED HARDSCAPE
RUNOFF FLOW DIRECTION
DETAIL
PRE TREATMENT DEVICE
CATCH BASIN W/ FILTER INSERT
BMP TABLE
INLET/ CHANNEL DRAIN
INFILTRATION TRENCH, DOWNSPOUT FILTER
DOWNSPOUT
DRAINAGE SYSTEM
DETAIL
DOWNSPOUT OUTLET
EXISTING 2 STORY RESIDENCE
TO BE DEMOLISHED
EXISTING ADJACENT STRUCTURE
EXISTING ADJACENT STRUCTURE
26
.
1
7
'
N 20°44'50" W 85.00'
30
.
0
0
'
N 23°19'55" W 85.00'
d1.0d1.0d1.0d1.0
demolition plan
1/4"=1'-0"
copyright 2021
job #2030
29 may 2021
c
237 canal street
newport beach, california
greer
architect
michael + michele greer
c l i e n t :
newport beach, california 92663
263 cedar street
newport beach, california 92663
62 balboa coves
tel 949.637.5220
residence
92663
tel 949.548.5907
0 1'4'8'2'
demolition plan1
wall legend
ref.
established grade and
overall height
north
north
c
a
n
a
l
s
t
r
e
e
t
c
a
n
a
l
w
a
t
e
r
w
a
y
a1.0a1.0a1.0a1.0
1st + 2nd floor plans
1/4"=1'-0"
copyright 2021
job #2030
29 may 2021
c
237 canal street
newport beach, california
greer
architect
michael + michele greer
c l i e n t :
newport beach, california 92663
263 cedar street
newport beach, california 92663
62 balboa coves
tel 949.637.5220
residence
92663
tel 949.548.5907
0 1'4'8'2'
1st floor plan1
2,389 s.f. lot area
project area analysis
1,658 s.f. buildable lot area
2 x 1,658=3,316 s.f. allowable
1,028 s.f. 1st floor (livable)
project area analysis
2,754 s.f. total livable
+ 322 s.f. 3rd floor (livable)
421 s.f. garage
1,404 s.f. 2nd floor (livable)
3,175 s.f. total floor area
2nd floor plan2
250 s.f. total open space (249 req'd)
+
open space provided
125 s.f. 1st floor (at rear patio)
125 s.f. 2nd floor (at master deck)
3
5
5
77
6
2 1
wall legend
ref.
north
north
4
4
aaaa1111....1111
3rd floor + roof plans
1/4"=1'-0"
copyright 2021
job #2030
29 may 2021
c
237 canal street
newport beach, california
greer
architect
michael + michele greer
c l i e n t :
newport beach, california 92663
263 cedar street
newport beach, california 92663
62 balboa coves
tel 949.637.5220
residence
92663
tel 949.548.5907
0 1'4'8'2'
3rd floor plan3
roof plan4
ref.
north
north
2,389 s.f. lot area
project area analysis
1,658 s.f. buildable lot area
2 x 1,658=3,316 s.f. allowable
1,028 s.f. 1st floor (livable)
project area analysis
2,768 s.f. total livable
+ 322 s.f. 3rd floor (livable)
421 s.f. garage
1,418 s.f. 2nd floor (livable)
3,189 s.f. total floor area
250 s.f. total open space (249 req'd)
+
open space provided
125 s.f. 1st floor (at rear patio)
125 s.f. 2nd floor (at master deck)
wall legend
3
5
5
77
6
2 1
4
4
237
5'-8"
a3.0a3.0a3.0a3.0
exterior elevations
1/4"=1'-0"
0 1'4'8'2'
east elevation (side/entry)3
copyright 2021
job #2030
29 may 2021
c
237 canal street
newport beach, california
greer
architect
michael + michele greer
c l i e n t :
newport beach, california 92663
263 cedar street
newport beach, california 92663
62 balboa coves
tel 949.637.5220
residence
92663
tel 949.548.5907
north elevation (rear)2
m a t e r i a l s
south elevation (front)1
established grade and
overall height
aaaa3333....1111
exterior elevations/sections
1/4"=1'-0"
0 1'4'8'2'
west elevation (side)6
copyright 2021
job #2030
29 may 2021
c
237 canal street
newport beach, california
greer
architect
michael + michele greer
c l i e n t :
newport beach, california 92663
263 cedar street
newport beach, california 92663
62 balboa coves
tel 949.637.5220
residence
92663
tel 949.548.5907
east/west section5east/west section4
m a t e r i a l s
established grade and
overall height
a3.2a3.2a3.2a3.2
building sections
1/4"=1'-0"
0 1'4'8'2'
copyright 2021
job #2030
29 may 2021
c
237 canal street
newport beach, california
greer
architect
michael + michele greer
c l i e n t :
newport beach, california 92663
263 cedar street
newport beach, california 92663
62 balboa coves
tel 949.637.5220
residence
92663
tel 949.548.5907
north/south section7
established grade and
overall height
JOB NO.
SCALE:
DRAWN:
DATE:
AL
E
G
N
INE
ISSORPOFEN
A
R
R N I
I FLCAETFO
CI LIV O
E
STE
ER
GI
D
T
S
RE
A
T
C-45309SCOT R
O
S
S
W I LLIAM
RE
V
I
S
I
O
N
S
RF
04-21-21
M133
JOB NO.
SCALE:
DRAWN:
DATE:
AL
E
G
N
INE
ISSORPOFEN
A
R
R N I
I FLCAETFO
CI LIV O
E
STE
ER
GI
D
T
S
RE
A
T
C-45309SCOT R
O
S
S
W I LLIAM
RE
V
I
S
I
O
N
S
RF
04-21-21
M133
HFX-24x
HFX-21x
HFX-18x
HFX-15x
HFX-12x
HFX-9x 1-1/8-STD-BB-RA
1-1/8-STD-BB-RA
1-1/8-HS-BB-RA
1-1/8-STD-BB-RA
1-1/8-HS-BB-RA
1-1/8-STD-BB-RA
1-1/8-HS-BB-RA
1-1/8-STD-BB-RA
1-1/8-HS-BB-RA
1-1/8-STD-BB-RA
1-1/8-HS-BB-RA
Rod
Dia Rod
Grade
StirrupsAnchorage
Panel
Width 1 2,3
BB-RA
le Shear
Ties
Model 4 5 6 79
(in) (in)a1 C a2C
12
9
15
18
21
24
1-1/8
STD
HS
STD
HS
STD
HS
STD
HS
STD
HS
STD
23
15 8 - # 4
14 - # 4
13 - # 4
18 - # 4
19-3/4
20-5/8
11
# 4 (min)
@ 4" OC
16 - # 4
# 3 (min)
3-3/4" OC
# 3 (min)
@ 4" OC
@
15 - # 4
HFX-24x
HFX-21x
HFX-18x
HFX-15x
HFX-12x
HFX-9x 1-1/8-STD-RA
1-1/8-STD-RA
1-1/8-HS-RA
1-1/8-STD-RA
1-1/8-HS-RA
1-1/8-STD-RA
1-1/8-HS-RA
1-1/8-STD-RA
1-1/8-HS-RA
1-1/8-STD-RA
1-1/8-HS-RA
Rod
Dia Rod
Grade
StirrupsAnchorage
Panel
Width 1 2,3
RA
le Shear
Ties
Model 4 5 6 79
(in) (in)a1 C a2C
12
9
15
18
21
24
1-1/8
STD
HS
STD
HS
STD
HS
STD
HS
STD
HS
STD 8 - # 4
10 - # 4
19-3/4
20-5/8
# 4 (min)
@ 4" OC
# 3 (min)
3-3/4" OC
# 3 (min)
@ 4" OC
@
15 11
9 - # 4
11 - # 4
12 - # 4
1-1/8-STD-13-19
1-1/8-HS-20-30
1-1/8-STD-14-20
1-1/8-HS-20-30
Rod
Dia Rod
Grade
AnchoragePanel1 2,3
UA
Model 4 5 6a1 C a2C
78" - 10'
78" - 13'
14' - 20'
78" - 13'
14' - 20'
1-1/8
HS
STD
HS
STD
HS
STD
20
HFX-12x
13
20
14HFX-15x, 18x
HFX-15x, 18x
Balloon
HFX-21x, 24x
HFX-21x, 24x
Balloon
1-1/8-STD-14-20
1-1/8-HS-23-34
1-1/8-HS-20-30
HFX-9x
14
23
20
Height
30
19
30
20
20
34
30
1-1-2018
HFX1
DATE:
AN
C
H
O
R
A
G
E
D
E
T
A
I
L
S
-
H
F
X
P
A
N
E
L
S
REVISIONS DATE
1.DESIGNS ARE TO RESIST LOADING PER ACI 318-14, SECTION
17.2.3.4.3.
2.STD INDICATES ANCHORS COMPLYING WITH ASTM F1554 GRADE
36 WITH A HARDY FRAME BOLT BRACE (HFXBB) INSTALLED WITH
DOUBLE NUTS ON THE EMBED END.
3.HS INDICATES ANCHORS COMPLYING WITH ASTM A193 GRADE B7
WITH A 1/2"X3"X3"(MIN) HFPW PLATE WASHER INSTALLED WITH
DOUBLE NUTS ON THE EMBED END (HFXBB NOT REQUIRED).
4.LE = LENGTH OF EMBEDMENT FROM THE TOP OF FOOTING OR
GRADE BEAM TO THE TOP OF THE HFXBB BOLT BRACE (TOP OF
THE EMBEDDED HFPW PLATE WASHER @ HS ANCHORS)
5.CA1 = DISTANCE FROM HD CENTERLINE TO THE END OF THE
FOOTING OR GRADE BEAM.
6.CA2 = DISTANCE FROM HD CENTERLINE TO BOTH THE FRONT
AND THE BACK FACE OF THE FOOTING OR GRADE BEAM.
7.SHEAR TIES ARE GRADE 60 (MIN) REBAR AND REQUIRED FOR
NEAR EDGE DISTANCE CONDITIONS PER ACI-318-14, F'C = 2,500
PSI. CURBS AND STEM WALLS MUST BE 6 INCH (MIN) WIDTH FOR
UA AND RA, 12 INCH (MIN) WIDTH FOR BB-RA.
8.FOR UA APPLICATIONS, ADDITIONAL TIES MAY BE REQUIRED AT
STEM WALLS. SHEAR TIES ARE NOT REQUIRED FOR
INSTALLATION AWAY FROM EDGE (SEE DETAIL 1A), INSTALLATION
ON WOOD FRAMING, OR FOR IRC BRACED WALL PANEL
APPLICATIONS.
9.STIRRUPS ARE GRADE 60 (MIN) REBAR. SEE TABLE FOR SIZE AND
63$&,1*6((³67,5583/$<287´',$*5$06$1'³.(<´)25
LAYOUT PATTERNS.
10.CONCRETE EDGE DISTANCES MUST COMPLY WITH ACI 318-14,
SECTION 17.7.1
BACK TO BACK REINFORCED ANCHORAGE NOMENCLATURE
1-1/8 - STD - BB - RA
ROD GRADE
"BACK TO BACK" INSTALLATION
REINFORCED ANCHORAGE
ROD DIAMETER
REINFORCED ANCHORAGE NOMENCLATURE
1-1/8 - STD - RA
ROD GRADE
REINFORCED ANCHORAGE
ROD DIAMETER
UNREINFORCED ANCHORAGE NOMENCLATURE
1-1/8 - STD - 14 - 20
ROD GRADE
EMBEDMENT DEPTH ( )
END & EDGE DISTANCE ( & )
ROD DIAMETER
a1
le
C a2
le &
C
2-3/4" FOR
PANEL ON
CONCRETE
A
18-3/4"
15-3/4"
12-3/4"
9-3/4"
8-1/2"
5-1/2"1-3/4"
2-5/8"
9"
12"
15"
18"
21"
24"
HFX-9x
HFX-12x
HFX-15x
HFX-18x
HFX-21x
HFX-24x
A
HFX-18x
HFX-9x
HFX-21x HFX-24x HFX-18x
HFX-9x HFX-12x HFX-15x
HFX-21x HFX-24x
KEY
4"
Min. 2'-6"Ca1
Ca2
26" Min
Ca2
Ca2
22" Min Ca2 Ca2
Ca2
Ca1 Ca1 Ca1Min. 2'-6"
le + 1"
7 3 4"
1"
RADIUS
7 3 4"
1"
RADIUS
%(1'%(1'2 12" (Min) Over-Lap
LENGTH
(1A/HFX1)
RADIUS:
# 3 = 3 14" Min
# 4 = 4 14" Min
16"
13" Min
15" Max
9" Min
11" Max
LENGTH
(1A/HFX1)
RADIUS:
# 3 = 1 12" Min
# 4 = 2" Min
2 12" (Min) Over-Lap
LENGTH
RADIUS:
# 3 = 1 12" Min
# 4 = 2" Min
2 12" (Min) Over-Lap B
A B
HFX-9x
HFX-12x
HFX-15x
HFX-18x
HFX-21x
HFX-24x
7-1/2"
10-1/2"
12"
15"
18"
21"
Length
NOT REQUIRED WHENSHEAR TIES
79.5" - 8'
TOP OF CONCRETE
A = 2-1/2" o.c.
B = 1-1/4" ea
Side of HD
KEY
A = 3" o.c.
B = 1-1/2" ea
Side of HD
A.#4 (Min) Longitudinal Rebar
Top and Bottom by EOR
B.le - 3"
C.le per Table
D.le + 7"
E.CL = 10" Min, 12" Max
F.2'-2" (Min)
G.)URP7RSRI&RQFUHWH
to CL of Shear Tie
H.1" CL @ Upper Two Ties
I.Shear Ties per Table
J.2'-6" (Min) UNO by EOR
K.Stirrups per Table
L.Ca1 per Table
4"
A
B C
F
E
A
B C D
F
E
D
CURB @ OUTSIDE CORNER CONTINUOUS FOOTING
CURB (12" MIN WIDTH)
EXTERIOR SLAB
INTERIOR SLAB
CURB @ OUTSIDE CORNER CONTINUOUS FOOTING
CURB (6" MIN) WIDTH
EXTERIOR SLAB
INTERIOR SLAB
STEM WALL @ OUTSIDE CORNER CURB @ OUTSIDE CORNER
CURB (6" MIN) WIDTH
EXTERIOR SLAB
INTERIOR SLAB
B C D
H
G
K
I
A
L
B C D
G
K
I
A
L
B
C
D D
E
C
A.#4 (Min) Longitudinal Rebar
Top and Bottom by EOR
B.12" Min
C.15" Min
D.22" Min
E.CL = 6" Min, 8" Max
F.1'-10" (Min)
G.)URP7RSRI&RQFUHWH
to CL of Shear Tie
H.1" CL @ Upper Two Ties
I.Shear Ties per Table
J.2'-6" Min UNO by EOR
K.Stirrups per Table
L.Ca1 per Table
A.Shear Ties per UA Table
B.10" Max or per Plans
C.le per Table
D.Ca2 per Table
E.IURP7RSRI&RQFUHWH
to CL of Shear Tie
F.1" CL @ Upper Two Ties
G.Shear Ties per RA Table
when Top of Concrete is
8" above Top of Slab
H.12" Min
I.Ca1 per Table
J J
HF
B7
A
1.ANCHORAGE IS DESIGNED FOR TENSION AND
SHEAR TRANSFER ONLY, FOUNDATION DESIGN
PER EOR.
2.REINFORCEMENT SHOWN IS THE MINIMUM
REQUIREMENT AND IS NOT INTENDED TO
REPLACE REINFORCEMENT DESIGNED BY THE
EOR.
3.FOR RA AND BB-RA INSTALLATIONS, THE
HFXBB BOLT BRACE MAY BE PLACED ON TOP
OF THE STIRRUPS WITH DOUBLE-NUTS
INSTALLED AT EMBED END OF STANDARD
GRADE ANCHOR RODS. (NOTE: 12" x 3" x 3" MIN.
HFPW PLATE WASHERS ARE REQUIRED TO BE
DOUBLE-NUTTED AT EMBED END OF HIGH
STRENGTH ANCHOR RODS.)
4.HIGH STRENGTH ALL-THREAD RODS PROVIDED
BY HARDY FRAMES ARE STAMPED ON BOTH
ENDS.
WidthModelModel
EDGE VIEW
2 - # 3
1 - # 3
(in) (in) (in) (in) (in) (in) (in) (in) (in) (in) (in)
H
G
F
H
I I
Edge DistanceEnd Distance
2-3/8"
6-1/4"
7-3/8"
8-3/8"
9-3/8"
10-3/8"
2-3/8"
3-1/2"
4-1/4"
5"
5-1/2"
6"
Shear
Ties
7,8
HFX-12x HFX-15x
123
A
B
1A
1B
2A
2B
3A
3B
HFX ANCHOR CENTERLINES
IMPORTANT NOTESUA SECTIONS & ELEVATIONS
UA SHEAR TIESRA SHEAR TIES & STIRRUPS
RA SECTIONS & ELEVATIONSBB-RA SECTIONS & ELEVATIONS
BB-RA SHEAR TIES & STIRRUPS
UNREINFORCED ANCHORAGE (UA)REINFORCED ANCHORAGE (RA)BACK TO BACK REINFORCED ANCHORAGE (BB-RA)TABLE NOTES
IMPORTANT!
REVISIONS DATE
FR
A
M
I
N
G
D
E
T
A
I
L
S
-
H
F
X
P
A
N
E
L
S
DATE:
NOTE:
ATTACHMENTS TO ADJACENT
TRIMMERS MAY BE MADE AT
PREPUNCHED SCREW HOLES OR
WITH SELF TAPPING SCREWS
(#12 AT EDGES, #10 AT FACE).
SECTION B
SECTION A
OPTIONAL INSTALLATION WITH
HARDY FRAME BASE
EXTENSION (HFBX) FOR
ADJACENT FRAMING
HFBX
#10 SELF-TAPPING SCREWS
AT FACE OF PANEL.
(BUGLE HEAD WITH SELF
DRILLING TIP SHOWN)
#12 SELF-TAPPING SCREWS
AT EDGE OF PANEL.
(BUGLE HEAD WITH SELF
DRILLING WING TIP SHOWN)
BUGLE HEAD WAFER HEAD FLAT TRUSS MODIFIED TRUSS HEX HEAD
SELF DRILLING TIP SELF DRILLING WING TIP
#10 SELF-TAPPING SCREWS
AT FACE OF PANEL.
(HEX HEAD WITH SELF
DRILLING TIP SHOWN)
NOTES:
A.SURFACE FINISHES, CONNECTORS AND FIXTURES ARE ATTACHED TO THE PANEL
FACE WITH # 10 SELF-TAPPING SCREWS SPACED NO LESS THAN 2-1/4" OC.
B.ATTACHMENTS TO THE PANEL EDGES ARE MADE WITH # 12 SELF-TAPPING SCREWS.
C.STRUCTURAL CONNECTIONS ARE TO BE DESIGNED BY THE DESIGN PROFESSIONAL.
D.STRUCTURAL HARDWARE USED TO TRANSFER LOADS SHOULD NOT EXCEED 12
GAUGE.
21" PANEL 24" PANEL 18" PANEL
9" PANEL 12" PANEL 15" PANEL
15" Width = 8
6
3-1/2
HFX-15,18,21 & 24x14 164-1/4
1-1/8
HFX-15,18,21 & 24x15
HFX-15,18,21 & 24x16
HFX-15,18,21 & 24x17
176-1/4
188-1/4
200-1/4
Top
Screw Qty
(ea)
18" Width = 10
21" Width = 12
24" Width = 14
1
Hold Down
Diameter
(in)
HFX-15,18,21 & 24x18
HFX-15,18,21 & 24x19
HFX-15,18,21 & 24x20
212-1/4
224-1/4
236-1/4
Screw Qty
Available at
Edges (ea)
7
8
4
3-1/2
92-1/4
1-1/8
HFX-12,15,18,21 & 24x9
HFX-12,15,18,21 & 24x10
HFX-15,18,21 & 24x11
104-1/4
116-1/4
128-1/4
Model
Number
Net
Height
(in)
Depth
(in)
1
Hold Down
Diameter
(in)
HFX-15,18,21 & 24x12
HFX-15,18,21 & 24x13
140-1/4
152-1/4
Screw Qty
Available at
Edges (ea)
5
6
HFX-12,15,18,21 & 24x78 78
HFX-9x79.5 79-1/2
Top
Screw Qty
(ea)
Model
Number
Net
Height
(in)
Depth
(in)
2
3
2
3
PANCAKE FIXTURE
AS NEEDED
INSTALLATION INSTRUCTIONS
1.WHEN INSTALLING ON CONCRETE CONNECT WITH (1 EA) HARDENED ROUND
WASHER BELOW (1 EA) GRADE 8 NUT, SECURE WITH A DEEP SOCKET
(RECOMMENDED) UNTIL SNUG TIGHT. ALTERNATE WASHERS AND NUTS
ARE PROVIDED IN TABLE NOTE 1.
2.INSTALLATION ON CONCRETE PROVIDES THE HIGHEST ALLOWABLE
VALUES. CONFIRM WITH THE DESIGN PROFESSIONAL BEFORE INSTALLING
ON OTHER SUPPORTING SURFACES.
3.USE 1/4"X4-1/2" MITEK PRO SERIES WS SCREWS AT TOP CONNECTIONS
WITH A 2x FILLER. IF THE TOP OF PANEL IS IN DIRECT CONTACT WITH THE
COLLECTOR ABOVE (TOP PLATES, HEADER, BEAM, ETC.) USE1/4 x 3"
(MINIMUM)
4.FOR INSTALLATIONS WITH A FILLER GREATER THAN 1-1/2" ABOVE, OR WHEN
SPECIFIED BY THE DESIGN PROFESSIONAL, ADJACENT KING POSTS TO
BRACE THE OUT-OF-PLANE HINGE CAN BE CONNECTED WITH 1/4" DIA.
SCREWS THROUGH PRE-PUNCHED HOLES AT THE PANEL EDGES.
1.HOLD DOWN ANCHOR BOLTS CONNECT TO THE PANEL BASE WITH
HARDENED ROUND WASHERS BELOW GRADE 8 NUTS. ALTERNATE
WASHERS ARE (2 EA) ROUND-FLAT OR (2 EA) SAE WASHERS ON EACH
BOLT. ALTERNATE NUTS ARE 2H HEAVY HEX.
2.1/4" DIAMETER MITEK PRO SERIES WS SCREWS. LENGTH IS 3" (MINIMUM)
WHEN ATTACHED DIRECTLY TO THE COLLECTOR AND 4-1/2" (MINIMUM)
WHEN INSTALLING A 2x FILLER ABOVE THE PANEL.
3.ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS IS REQUIRED AT THE
PANEL EDGES WHEN INSTALLING A FILLER ABOVE THE TOP CHANNEL
THAT IS GREATER THAN 1-1/2" OR WHEN SPECIFIED BY THE DESIGN
PROFESSIONAL.
HFX-9x8 93-3/4
1.(A) PRE-WELDED STRAPS ARE PROVIDED ON 78" AND 79-1/2" PANEL HEIGHTS.
THEY ARE AVAILABLE FOR OTHER HEIGHTS UPON REQUEST.
(B) FIELD INSTALLED STRAPS WITH SELF TAPPING SCREWS ARE PERMITTED.
THE DESIGN AND CONNECTION IS BY THE DESIGN PROFESSIONAL.
2.A 2x WOOD FILLER WITH 1/4"x4-1/2" (MIN.) WS SCREWS IS PERMITTED.
3.WHEN CRIPPLE STUDS OCCUR, SHEAR TRANSFER DESIGN TO BE PER THE
BUILDING DESIGN PROFESSIONAL.
4.A 1" DIA. HOLE MAY BE ADDED IN THE PANEL FACE WHEN IT IS LOCATED IN
THE UPPER HALF OF THE PANEL HEIGHT AND IS 4" MINIMUM FROM ANY
EDGE. FOR PANELS MORE THAN 12" WIDE, ADDITIONAL HOLES MUST BE
OFFSET 1" MINIMUM FROM THE 3" DIA. PREPUNCHED HOLE. FOR HOLES
LARGER THAN 1" DIAMETER OR TO ADD MORE THAN ONE HOLE CONTACT
MITEK HARDY FRAME TECHNICAL SUPPORT AT (800) 754-3030.
1
1. 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN
PANEL BASE AND CONCRETE.
2. NUTS AND WASHERS PER TABLE NOTE 1.
3. ADJACENT FRAMING OPTIONAL U.N.O. BY BUILDING DESIGN PROFESSIONAL.
3
2
1.TRIMMERS PROVIDE FULL BEARING FOR HEADER ABOVE, DESIGN AND
CONNECTIONS BY BUILDING DESIGN PROFESSIONAL.
2.6x HEADER.
3.WOOD MEMBERS FOR BACKING MAY BE INSERTED VERTICALLY OR HORIZONTALLY
IN THE PANEL CAVITY AS NEEDED.
4.WOOD MEMBER FLUSH TO FACE OF WALL FOR BACKING AS NEEDED.
1
1
2
4
3
1
1.PLUS OR MINUS 1-1/2" GAP TO BE FILLED WITH 5,000 PSI NON-SHRINK
GROUT (MINIMUM).
2.NUT AND WASHER GRADES PER TABLE NOTE 1.
1.15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN
PANEL BASE AND CONCRETE.
2.NUTS AND WASHERS PER TABLE NOTE 1.
1
2
2
1.15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED
BETWEEN PANEL BASE AND TREATED PLATE.
2.NUTS AND WASHERS PER TABLE NOTE 1.
2
1
1.15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN
PANEL BASE AND CONCRETE.
2.NUTS AND WASHERS PER TABLE NOTE 1.
3.ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS INSTALLED AT THE
PANEL EDGES WHEN INSTALLING A FILLER GREATER THAN 1-1/2" ABOVE OR
WHEN SPECIFIED BY DESIGN PROFESSIONAL.
2
1
3
1.WOOD FILLER WITH USP MP4F CONNECTORS BOTH SIDES, QUANTITY BY
BUILDING DESIGN PROFESSIONAL.
2.1/4" x 3" (MINIMUM) WS SCREWS, QUANTITY PER TABLES
3.ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS INSTALLED THROUGH
PRE-PUNCHED HOLES IN PANEL EDGES REQUIRED WHEN INSTALLING A
FILLER GREATER THAN 1-1/2" ABOVE TO BRACE OUT-OF-PLANE HINGE OR
WHEN SPECIFIED BY THE DESIGN PROFESSIONAL.
4.PRE-DRILL 3/16" DIA. HOLES, EVENLY SPACED IN FACE OF PANEL NO LESS
THAN 2-1/4" OC AND INSTALL 1/4" DIA. WOOD SCREWS INTO 2x (MIN.) WOOD
"LEDGER" IN PANEL CAVITY.
5.CONNECTOR AND ATTACHMENT BY BUILDING DESIGN PROFESSIONAL.
4 5
3
1
2
1.CAVITY ORIENTED FOR CONNECTION ACCESS.
2.NUTS AND WASHERS PER TABLE NOTE 1.
3.NOMINAL 8 INCH FRAMING ABOVE (MIN).
4.A 2x FILLER WITH 1/4" x 4-1/2" MINIMUM
WS SCREWS IS PERMITTED.
5.FIELD INSTALLED WOOD BACKING AS NEEDED.
SECTION A
5
1
4
3
2
9" Width = 5
12" Width = 6
15" Width = 8
18" Width = 10
21" Width = 12
24" Width = 14
31
1.1/4" x 3" (MINIMUM) WS SCREWS, QUANTITY PER TABLES
2.1/4" x 4-1/2" (MINIMUM) WS SCREWS, QUANTITY PER TABLES
3.2x WOOD FILLER.
2
HFX-12,15,18,21 & 24x8
HFX2
1-1-2018
TM
TM
ALLOWABLE VALUES ON 2x PLATE ARE LESS THAN INSTALLATION ON CONCRETE ALLOWABLE VALUES ON N&W ARE LESS THAN INSTALLATION ON CONCRETE
NOTE:
TO PREVENT DRILLING ADDITIONAL HOLES ORIENT THE PANEL CAVITY
TOWARD THE FIXTURE BEING INSTALLED.
TRIMMERS PER
DESIGN PROFESSIONAL
OPTIONAL
SOFFIT
3
1B
2
1A
4FILLER GREATER THAN 1-1/2 IN.6
3BACK TO BACK INSTALLATION
8
11
2
5
7
10
1
4
9
A
B
C
D
RAISED FLOOR HEAD-OUT
INSTALLATION ON 2x PLATE
STEEL BEAM ABOVE THRU-BOLT
TOP PLATE CONNECTIONS
INSTALLATION ON CONCRETE
INSTALLATION ON NUTS & WASHERS
6x HEADER ABOVE-SECTIONS
TOP CONNECTION TO HEADER
INSTALLATION ON CURB
HFX PANELS 78 IN. THROUGH NOMINAL 13 FEET
BALLOON PANELS 14 FEET THROUGH 20 FEET
5a 5b
B
A
3
4
1.STEEL BEAM PER PLANS
2.ALL THREAD RODS THRU-BOLTED TO STEEL BEAM BY BUILDING
DESIGN PROFESSIONAL.
3.NUTS AND WASHERS PER TABLE NOTE 1.
4. HARDY FRAME STACKING WASHERS (HFSW( REQUIRED TO BE
WELDED INSIDE TOP CHANNEL OF LOWER PANEL.
5. HARDY FRAME "STK" PANEL WITH STACKING WASHERS WELDED
INSIDE THE TOP CHANNEL BY MANUFACTURER.
1
2
5
RAKE WALL INSTALLATION