1711 BEACH AVE RES18-0416 DWGS03FLOOD HAZARD INFORMATION
NOTES TO USERS SCALE
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'� HOME PRODVCI5 1RSVIRAnO„ —RLO comvRar RESOURC[5
54 0.1Mp
PEaMEAaLe A permeable, ernnonmemally friendly interlocking paver designed. co allow oat,, tO Row through
i., To—PERMEABLE the Paver -1. oT I—Pn9rod In the -b-k. P—O-1 P-11 b \ailanle Ln ova Oe Olde To—,
URf eiOfR
T"Al— Si— T-1-11P11—payers are remmmended for Parkingr are as tha, do not recewe heavy
vehicular traffic. (Tio recommended for roadways;
PERVIOUS PAVERS 4)19
NOTE: PERVIOUS PRDDUCT CODE:
PAVERS TO BE USED AS „ICBHEe9
SHOWN WITH COLOR DIHE„smH9 DRAINAGE
TO BE SELECTED.
DRAINAGE SYSTEM 94 PER CUBE CALCULATIONS
ELEMENTS SHOWN ARE C— W
ll—
ELEMENTS i”AND SITE DETAILS
CONCEPTUAL IN Fu—T. -
NATURE WITH ACTUAL
ELEMENTS TO BE y e
SELECTED BY PERVIOUS PAVERS OLDE TOWNE 1 6
SUBCONTRACTOR. ®®
PRODUCT CODE; '. 12-20-18
1p T„HR F 5 ..
DIME„
s9ICBE
PER
CURE W low1f:
"All'.
All claims for error or defective material must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied.
Floor steps down 4-1/2" for 1
Builder to add slope for
BNL
roll
24'
-- _
1'0:3/ 4". -- —
-t .. __
14
NI nl
rn
V4" — --
_-
1' 4"
-TL
LII
V47
t
1'4"
�f/4"
-
24'8"
3' 11 5/8" 21' 0 3/8"
o Reviewed o Rejected
Approved as Noted
o Revise and Resubmit /
o Submit Specific Item
This review is for general compliance with the design concept given in the Contract Documents. The
corrections and comments on this review does not relieve Contractor from compliance with the
requirements of the plans and specifications. Contractor is responsible for dimensions to be confirmed
and correlated at the job site; information for the fabrication processes or to the means, methods,
techniques, sequences and procedures of construction; coordination of their work with all trades; and
performing work in a safe and satisfactory manner.
Date: 01/31/2019 By: Christopher Kathe
CHRISTOPHER C. KATHIE, INC
59 1/2" 22' 10 3/8" 12'7 1/8"
ge!Roof I Conv frame Roof
aria in this area
1' 3 3/8" 1 2 5/8"
bo
-
Dthers - m
-
04" ro -F1-1210 - iv
O
_ NI
HHus49
LL
-LL 04
n
�g
u BM6 Co
I
rv! O THA 26 _
I I ( LL
1-10 0-
rHnazfi d,l I,- N: -- (D�11
-
O'i
I
z' o
HA426
o _ -- �7ae Floor in this area
23/4" N "� " �r ��14� vF1071 _ - - —
_. 7 i-
00
-. 2 0 2 0 2 0 2 0" I2� 0� \� b„ _
_ —
_ _ LVL Schedule
ro �
zo 20 20 zo
v I
Beam Span Depth Plies
0 5' 2" BM1 26 24" 2
�BM2 6' 2,V 2
00 - fH"c4aa \F.- _— ---- w. - -- - --- `' BM3 10. 24,E 2-
- - b 10 24" 2
----- _ -- - III' II
r 4'
I BM5 8' ' 2 1 co
BM61224" 2
N 1
N BM10 24" 2
1 g TA11 N a
o -
- - Hamer Schedule
rooF1-16(5) L, RyF -17(8) �A4za HHUS48 B
_
-
;r:.--,-., 113/8" o LGUM410-SDS 2 I
r°
THA426 33
' LcuM410-sos BM7 rcuM4i6 sos - F1-04 - ---
5' 9 1/2"
1 6" '' o THAC426 4
---"--- Frame Floor in this are -
`V. m ---- 10'._8" - 3 0 F1 05 OK o. SOK F1-05
01/2' F1.05
911 /F"
NEW LOAD BEARING WALL
BELOW. REQUIRES REVISED
STRUCTURAL DRAWINGS
FLORIDA PRODUCT APPROVAL CODES: MITEK PLATEN 2197...... WEYERHAEUSER - EVEREDGE LVL 21359 ..... WEYERHAEUSER EEI-JOIST 21360...... WEYERHAEUSER RIMBOARD 6527.5
LOADING CRITERIA
Type Roof Floor
Top Chord Live Load 20 40
Top Chord -Dead Load _ 10 . ' 20
[Bottom Chord Live Load 0 0
Bottom Chord Dead Load 10 5
Total Load 40 60
Duration Factor - "; 1.25 1.00
Building Code FBC 2017 RES
Wind Standard ASCE 7-10
Wind Speed ++
Wind Usage RES. CATH
_ _ L
Building Exposure - D
Building Type l- Closed
g
Wall Height Legend
I J -
= 514-1 /2"
= 101411
I -- -I
=
91-1/8"
ur ❑u i I � '
❑ r. l J = 91811
= N/A
- = 121 411
I
Approved trus anchor by builder.
_. 3 11/2" F*
KAOOR TRUSS
24"
7-1/8" —
BRG.
Typical Truss (Ends
Engineer of Record:
Christopher Kathe - FL PE# 36820
420 Osceola Ave
Jacksonville Beach, FL 32250
This is a Truss Placement Plan Only
Trusses have been designed based on the
drawings provided to MBS by the Builder.
Please refer to the truss engineering for any
information not listed on this page
Please refer to the BCSI - Summary Sheets
for proper bracing of trusses during erection
Manning Building
Supplies, Inc.
11155 Philips Parkway Dr E
Jacksonville, FL 32256
Phone: (904)268-8225
Fax:(904)260-2981
WWW. MBS -CORP. COM
"BS JAXTRUSS@MBS-CORP. COM
Job# 11 J180894
Customer: Grider Construction Inc
Pro)ect: Pecoraro Beach House
Lot/Sub:
Address 1711 Beach Ave
City,State: --
Atlantic Beach,FL
Scale: N.T.S. Date: 1/18/2019
Designer: James Bratcher
All claims for error or defective material must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied.
Approvedtruss anchor by builder. Approved truss anchor by builder. Approved truss anchor by builder.
j ! 2x4 minimum top and bottom chords. 2x4 minimum top and bottom chords. 2x4 minimum top and bottom chords.
ii 9 ecuover overhangs. 12
Square cut overhangs. 12 Square cut overhangs.
�3
/
12
.51 7 s
8s/16 - �� 9.1/2" - -- 9-7/8 - -
' 0 --I 11 _ .jam..--_ 0 -- --_
5-1/2 12 J ! 5-1/2 12 i 5-1/2 12
311`t Field Applied BRG. ,yql� Field Applied BRG. 3812 Field Applied BRG.
Unless noted L,`Unless noted !_ ---- -
'lJnless noted I
otherwise. otherwise.
Typical Truss
otherwise
yp Ends Typical Truss Ends Typical Truss Ends !
INTERIOR BEARING
WALL ABOVE
24'T 10,
9' 10 1/3"
LLT
Frame Floor - 1,
LVL Schedule
jBeam Span Depth Plies
Nel BM8 6' 20" 2
-
--
7�
1 4 0-
1-
14
- - -
1 �4
1 W.
-
t'4..
H03(2) 1102(2)
TU2fi
=Us2s.�io:
__ ----- _
—
1:
�e
0 od= --1'
LLT
Frame Floor - 1,
in this area
20' 11 7/8"
- - — 9,11"
--
-- - _ -- 20 20 20" 2:0"
D02( 0) D01(5)
S
- - — 2x Ledger by others
b 4
- ---_----- ---- Bottom of Ledger Cc,) 98
THA422 -- — t
THA422 F2 D9.I....
THA422
TM
THg422A422 v r
e
-- Q
THA422— : r
N
Shower Floor 4' 8 5 2'
Recessed 4" - - -- -- i
f F i- 1 - ( ' - - 2' 0" 2' 0" 2' 0' 2' 0' ; o, 0" 2: 0"
Conv F e !Roof2 0
210'2' 0' =2' 0" 2' 0 t2 0"2 0" 2' 0" 2' 0 i2' 0' 2' 0" 2' 0' I2' 0" i2 0 2' 0" 2' 0" - —
�� int s area - {{ i
- - 1- - `F2-04 M t not intertere 0p __
- with Sh er Recess as [
t
it CAN OT be repaired I r
rn
Lill -
3 `
2' 0" 2' 0" 2' 0" 2' 0 2' 0 2' 0" 2 D 2' 0 -
Han
g — G02(8),/!—
Han er Schedule', v/ '
Product Qty cD v
HGUS28-2 2 F
HTU26 20
THA422 — 7
9. 8„ —
1 T 6"
40'9"
2ND STORY LAYOUT
35'5"
C05 Loaded for 1600# to
support Ridge Beam @ Peak
17'8"
I tV
io 2'0" 12' 0' Z10" 2'0" 20" 2'0" 2 0 2'0"
j N
I
o Reviewed o Rejected ._.
CEILING AT STAIR HALL IS VAULTED AND CONVENTIONALLY • Approved as Noted
FRAMED- VAULTED CEILING EXTENDS OVER HALL SUCH THAT 2 o subm and
Resubmit
Item i /:3///l 5" NOT 8.5"
WESTERNMOST D02 TRUSSES MUST BE SHORTENED. This review is for general compliance with the design concept given in the Contract Documents. The
PROBABLE THAT LAST FULL D02 TRUSS BECOMES GIRDER TO corrections and comments on this review does not relieve Contractor from compliance with the
r requirements of the plans and specifications. Contractor is responsible for dimensions to be confirmed
RECEIVE NEW E/W TRUSS SUPPORTING SHORTENED D02 S? and correlated at the job site; information for the fabrication processes or to the means, methods,
techniques, sequences and procedures of construction; coordination of their work with all trades; and
performing work in a safe and satisfactory manner.
Date: 01/31/2019 By: Christopher Kathe
CHRISTOPHER C. KATHE, INC
t'
FLORIDA PRODUCT APPROVAL CODES: MITEK PLATE,; 2197...... WEYERHAEUSER - EVEREDGE LVL 21359 ..... WEYERHAEUSER EEI-JOIST 21360...... WEYERHAEUSER RIMBOARD 6527.5
--- _ -- -
1/2"
OD
N
LOADING CRITERIA
Type Roof I Floor
Top Chord Live Load 20 40 ✓l
Top Chord Dead Load 10� 20.�J
Bottom Chord Live Load 0 5
Bottom Chord_ Dead Load 10
Total Load _ 40 j 65 1
Duration Factor _ 1.25 !, 1.00
I. Building Code - _ FBC 2017 RES
kWind Standard ASCE 7-10
Wind Speed_ 130 MPH -
Wind Usage RES. CAT II
Building Exposure D
Building Type-_ Closed
Wall Height Legend-
=
64-1/211
= 10'411
=
91-1/8"
/8rr
�❑J ❑❑❑❑n ❑ r rr
Ll D Ll C C1 O J C
91811
= N/A
T f h' = 121411
Approved truss anchor by builder. v -
FLOOR TRUSS +'
31/2"Ribbon +.-- - •; -
- ' Notch -
1/20"
A 01
BRG.
Typical Truss (Ends
Engineer of Record:
Christopher Kathe - FL PE# 36820
420 Osceola Ave
Jacksonville Beach, FL 32250
This is a Truss Placement Plan Only
Trusses have been designed based on the
drawings provided to MBS by the Builder.
Please refer to the truss engineering for any
information not listed on thisp 9 a e
Please refer to the BCSI - Summary Sheets
for proper bracing of trusses during erection
Manning Building
Supplies, Inc.
11155 Philips Parkway Dr E
Jacksonville, FL 32256
Phone: (904)268-8225
Fax. (904)260-2981
MM.MBS-CORP.COM(8nS j
JAXTRUSS@MBS-CORP.COM
Job# J180894
_i
�ustomer: Grider Construction Inc e%
Project: Pecoraro Beach House
Lot/Sub:
-
Address 1711 Beach Ave
City,State: Atlantic Beach, FIL
Designer: Date: 1/18/2019
Scale: N.T.S. I
g James Bratcher
All claims for error or defective material must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied.
INTERIOR BEARING
WALL
153 1/2" 9' 3 1/2"
2* 7"
3RD STORY LAYOUT
I INTERIOR
g BEARING ROOF
1 HEADER BEAM
FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES' 2197
o Reviewed o Rejected
Approved as Noted I
o Revise and Resubmit
r 'V
o Submit Specific Item
This review is for general compliance with the design concept given in the Contract Documents. The
corrections and comments on this review does not relieve Contractor from compliance with the
requirements of the plans and specifications. Contractor is responsible for dimensions to be confirmed
and correlated at the job site; information for the fabrication processes or to the means, methods,
techniques, sequences and procedures of construction; coordination of their work with all trades; and
performing work in a safe and satisfactory manner.
Date: 01/31/2019 By: Christopher Kathe
CHRISTOPHER C. KATHE, INC
OUTLINE OF 2ND STORY BELOW
I
I
I
I
I
REDUCE TOP CHORD
I
HEIGHT OF TRUSS
I—
SHOULD K01 AND K03 BE SHORTENED OR OMITTED IN
FAVOR OF EXTENDED WALL STUD FRAMING? LENGTH
AS SHOWN WOULD NOT LEAVE ROOM FOR
CANTILEVERED 2X8 OUTLOOKERS. CANTILEVERED
OUTLOOKERS COULD BE 2X4'S HERE? THEN THESE
TRUSSES WOULD WORK WITH HEALS AT 1-3/8"?
l
I
I
I
I
I
l
l
I
I
I
I
�_
LOADING CRITERIA
Type IRoof
Floor
Top Chord Live Load
20 - 40
Top Chord Dead Load
10 , 20
Bottom Chord Live Load
: K02_(4) ,r
Y
Bottom Chord Dead_ Load
10 .
5
D„ 2'0" 2'0" 2'T
40 65
Conv Frame Roof in this Area
1.26--- fm
Building Code
FBC 2017 RES -4
Wind Standard
ASCE 7-10
Wind Speed
130 MPH
K01 Loaded for 2100# to
RES. CAT 11
Building Exposure osure
D
support Ridge Beam @ Peak
-
Closed
Wall Height
g
Legend
Conv Frame Roof in this Area
=
54-1/2"
= 10'4"
=
I
2* 7"
3RD STORY LAYOUT
I INTERIOR
g BEARING ROOF
1 HEADER BEAM
FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES' 2197
o Reviewed o Rejected
Approved as Noted I
o Revise and Resubmit
r 'V
o Submit Specific Item
This review is for general compliance with the design concept given in the Contract Documents. The
corrections and comments on this review does not relieve Contractor from compliance with the
requirements of the plans and specifications. Contractor is responsible for dimensions to be confirmed
and correlated at the job site; information for the fabrication processes or to the means, methods,
techniques, sequences and procedures of construction; coordination of their work with all trades; and
performing work in a safe and satisfactory manner.
Date: 01/31/2019 By: Christopher Kathe
CHRISTOPHER C. KATHE, INC
OUTLINE OF 2ND STORY BELOW
I
I
I
I
I
REDUCE TOP CHORD
I
HEIGHT OF TRUSS
I—
SHOULD K01 AND K03 BE SHORTENED OR OMITTED IN
FAVOR OF EXTENDED WALL STUD FRAMING? LENGTH
AS SHOWN WOULD NOT LEAVE ROOM FOR
CANTILEVERED 2X8 OUTLOOKERS. CANTILEVERED
OUTLOOKERS COULD BE 2X4'S HERE? THEN THESE
TRUSSES WOULD WORK WITH HEALS AT 1-3/8"?
l
I
I
I
I
I
l
l
I
I
I
I
�_
LOADING CRITERIA
Type IRoof
Floor
Top Chord Live Load
20 - 40
Top Chord Dead Load
10 , 20
Bottom Chord Live Load
0,
0
Bottom Chord Dead_ Load
10 .
5
Total Load
40 65
Duration Factor
1.26--- fm
Building Code
FBC 2017 RES -4
Wind Standard
ASCE 7-10
Wind Speed
130 MPH
Wind Usage
RES. CAT 11
Building Exposure osure
D
-
� Building Type �
-
Closed
Wall Height
g
Legend
=
54-1/2"
= 10'4"
=
9'1-1/8"
C Cl U
1x
9f�111
------- -. G❑ -' J,
�o i
I
= N/A
I
I
I
= N/A
Approved truss anchor by builder.
2x4 minimum top and bottom chords.
Square cut overhangs.
12
3.5
I
G--
� 8-9/18
12
3112 Field Applied BRG.
Unless noted' I
otherwise.
Typical Truss Ends
Engineer of Record:
WEYERHAEUSER - EVEREDGE LVL 21359 ..... WEYERHAEUSER EEI-JOIST 21360...... WEYERHAEUSER RIMBOARD 6527.5
Christopher Kathe - FL PE# 36820
420 Osceola Ave
Jacksonville Beach, FL 32250
This is a Truss Placement Plan Only
Trusses have been designed based on the
drawings provided to MBS by the Builder.
Please refer to the truss engineering for any
information not listed on this page
Please refer to the BCSI - Summary Sheets
for proper bracing of trusses during erection
Manning Building
Supplies, Inc.
11155 Philips Parkway Dr E
Jacksonville, FL 32256
Phone: (904)268-8225
Fax: (904)260-2981
wWW.MBS-CORP.COM
MBS JAXTRUSS@MBS-CORP. COM
Job# J180894
Customer: Grider Construction Inc
Project: Pecoraro Beach House
Lot/Sub: -- --
Address 1711 Beach Ave
City,State: Atlantic Beach, FL,
Scale: N.T.S. Date: 1/18/2019
Designer: James Bratcher