1711 BEACH AVE RES18-0416 DWGS02All 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 dented.
FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197...... WEYERHAEUSER - EVEREDGE LVL 21359 ...... WEYERHAEUSER EEI-.IOIST 21360...... WEYERHAEUSER RiMBOARD 6527.5
C
1
LOADING CRITERIA
Wall Height Legend
��- -- -
= 5'4-1 /2"
�--
10'4��
y�, 91-1/8"
/8"
Ap7779
24"-i -
= 9'811
= N/A
12'4"
FLOOR TRUSS
711!8"
BRO.
Typical Truss IEnds
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
Address 1711 Beach Ave
City,State: Atlantic Beach, FL
_ Scale: N.T.S. Date: 1/18/2019
Designer: James Bratcher
ivrannmg ouuaing
Supplies, Inc.
11155 Philips Parkway Dr E
Jacksonville, FL 32256
Phone: (904)268-8225
Fax:(904)260-29s1
WVW NIBS-CORP.COM
JAXTRUSS OMBS-CORP.COM
Job#
J180894
Customer:
Grider Construction Inc
Project:
Pecoraro Beach House
Address 1711 Beach Ave
City,State: Atlantic Beach, FL
_ Scale: N.T.S. Date: 1/18/2019
Designer: James Bratcher
b
F2-01
F2-05
Frame Floor c
in this area
c
F2-05
All
claims tor error or defective materiiial must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied.
Approved truss anchor by builder. Approved truss anchor by builder. Approved truss anchor by Wider.
2x4 minimum top and bottom chords. 2x4 minimum top and bottom chords.
Square cut overhangs, 2x4 mhdmum top and bottom chords.
r1�2 Square cut overhangs. 12 Square art overhangs.
3 6 V 7 pI 8 12
8-8116 8.1/2,. ®"m
BRG. 12 6-112 12 6112 12
Field t)
ei0 Applied 1¢) Haid Applied BRG. SRO.
Field Unless Hated 3 Unless no g11 AAPged
otherwise, otherwise. � meas note
otherwise.
Typical Truss Ends —Typical Truss Ends Typical Truss Ends
24'T'
7" 9' 10 118" i 20'117/8" d d 4"
�I u
H 2 25 S
2x Ledgor by others to
-- ottom of Ledger Q 918" al
Y � I
THA -
8"'M' nw4zz
nw422 y
shower
aces 4'
Oonv Frame Roos
-- it this area c
F2-04 uiit not interfere 00
IwlthShower Recess as
it AC NNO'r be repaired
Q t
o � n
o g"g
4
E03 i€
D02( 0) D01(5)
35' 5"
C05 Loaded for 16009 to
support Ridge Beam @ Peak
rauszo-z B01
0" 2' 0" 1.2'0",1Z 0" 2'0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" i 2' 0" ,2' Y' 2'
0" I2' 0" 2' 0" 2' 0" } 2' 0"
� 22. a..
2' 0" , 2' 0" i 2' 0" 2 0" 2' 0 2' 0" 12'D",12'0"1�1
In>er
SC
Product Goa(e)
iG17528
26
A 22
FLORIDA PRODUCT APPROVAL CODES: MITEK PLA
13'7"
40'9"
2ND STORY LAYOUT
wl Ivl CO2(3)
C04(1) C04(3)
23'T'
LOADING CRITERIA
o
r w %,nufu UeaG Load 10
Bottom Chord Live Load 0
-�
Bottom Chord Dead Load 10
Total Load 40
Duration Factor 1,25 1
Building Code FBC 2017 F
Wind Standard
("�]
ASCE 7-1
Wind S eed 130 MPF
IMnd Usage RES. CAT
BUildi Exposure D
Buildin Ty a Closed
-�
Wall Height Legend
= 64-1/2"
101411
911-1/8rt
❑oo:_0000doo
DDo�O�0000❑
❑Q ❑ G❑ O��OO❑
_ 91811
�J (,
V ° = N/A
= 121 411
Approved ltninanchor by builder —
FLOOR TRUSS
3112" Ribbon
20"
fo
CE 06(3) A02(5)
11' 1 112"
11' 10"
2197...... WEYERHAEUSER - EVEREDGE LVL 21359 ..... WEYERHAEUSER EEI-JOIST 21360......WEYERHAEUSER RIMBOARD 6527.5
7-118"
C BRG.
Typical Truss 'Ends
f 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 SCSI - Summary Sheets
for proper bracing of trusses during erection
Manning Building
Supplies, Inc.
11155 Philips Parkway or E
Jacksonville, FL 32256
Phone(904)266�6225
Fax:(904)260-2961
VvWVV MBS-CORP.COM
JAXTRUSS O M BS -CORP. COM
� Job# 1180894
Customer: Grider Construction Inc
Project: Pecoraro Beach House
Lot(S ub:
Address 1711 Beach Ave
City,State: Atlantic Beach, Fl-
Scale:
LScale: N.T.S. Date: 1/18/2019
Designer: James Bratcdler
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.
o
C')
M
C')
0
Conv Frame Roof in this Area
K01 Loaded for 2100# to
support Ridge Beam @ Peak
�y Q OUTLINE OF 2ND STORY BELOW
Y
I
F
I
1
2° ---------------
Conv Frame Roof in this Area i
i
1 ,
- - k
24' r
3RD STORY LAYOUT
-----I -------------------------
j f
I
---------------
I I
I I
I I
I I
I
L ---------------------------I
-------------------------------------i
FLORIDA PRODUCT APPROVAL CODES: MITEK PLINTES 2197...... WEYERHAEUSER - EVEREDGE LVL 21359 ..... WEYERHAEUSER EEWOIST 21360...... WEYERHAEUSER RIMBOARD 6527.5
LOADING CRITERIA
Wall Height Legend
= 5'4-1/2"
= 1014'1
9'1-1/811
❑GOO❑O❑❑OG❑ - ^
❑ O O O O G G G G O❑ VM
OG000000000 ^1VXIr
= N/A
Approved Muss anchor by builder.
2x4 minimum top and bottom chords.
Square cut overhangs.
12
3.6 i841116
p �.Itl.
6.112
AftFiBRG.
U
otherwise. I
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 is
to the truss engineering for any
information not listed on this page
Please refer to the SCSI - Summary Sheets
for proper bracing of trusses during erection
Manning Building
Supplies, Inc.
11155 Philips Parkway or E
Jacksonville, FL 32256
Phone: (904)268-M5
Fax: (904)260-2981
VM"-MBS-CORP.COM
JAXTR USS @M nEIS
BS-CORP.COM
Job# J180894
Customer: Grider Construction Inc
Project: Pecoraro Beach House
LottSub:
Address 1711 Beach Ave
City,State: Atlantic Beach, FL
Scale: N.T.S. Date: 1/18/2019
Designer: James Bratcher
Eli
W m-
ol �4
o 0
z
los' m• GUITER AT UPPER ROOF TO CAPTURE WATER
NOUN PRE)DI"W"My SET Do THM FLOOR WALL 10 BE DURCCTED TO LOWER ROOF TO BE
FRWM ROOF IMMAINANTLY SEE DAR SEDX FLOOR WALL CAPTURED AT LOWER ROOF (UnER
FRNM NG
21*4 9*-io'
— - — - — - — - — - — -- -- — - — - — - - — - — - — - — - — - — - — -- i -- — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — -
-6' HAI�Wli ZINN& AiF
5 1 ? DOWNSPOUIS, TYPICAL
---------------- — --------------------- — -- ------------ . --- I
r ...... ------ 1 -------- — --------- ---------------------- -- - ------------ — ---------------------------------- — ---
--------------- -- --------- ---- — --) ----- ----------------------------- -
----------- T
f I . . ------------- I k� ------------------- -------------------- -------------
to
FOLLOVANG ROOF
DMMIAL MICH IN 18112 SLOPIFD CEILING
HATCHED AREA NX VES VALVED CEILINC
AT 8112 s6t ------------
0
6 12
ROOF 10 WAIL FLASW
w >
7c iST
1,4r!-5r*
W4
L'-11 WALL
4RC TO -
3 HATCHED AREA INC- ES IAUMD .1.
MEL I I I --------------------------- 3-5/12
I FOLLOWING ROOF SI
ROOF RIDGE
IF JI
.7
\j ro
----------- - ------------ I ----- ------------- ------ ------ -.
6 124 i IST
Sr W
r4* #1
FLAT mm
N
HATCHED AREA INC 11
DIAGONAL HATCH 11,11 D rr*,\
SHEDS STOW WATER rO SOUTH YARD AN
.7r ,S VAULTED CCEM
S
'O'n
.N' HAICHE AREA =1280 SF-SHJWS AREA THAT
NAF A, " �3
LLOWN ROOF AT 8/12 WJ�OE
SALE TO BE RETAINE) AS NEW War FROM
NEW UIJMUS
Ir
------------------ - — ---------
2- 4' 8
---------------------- ------------------- - -- ---- --------
-------------------- ------------ IM, - --------- -
QIRINEY 80% THIN BRICK VENEER ALL AROUND
CALITIER AT UPPER ROOI TO CAPM WATER CHIM10 HERE SHOWN AT 1-1/2'
TO A IR ROOF TO BE =Dr
TO BE TTN LZ
GURER ROOF PLAN
- — - — - — - — -- — - — - — - tr_-_r -- — - — - - — - — - — - — - — - — - — - — - — - — -- — - — - — - — - — - — - — - — - — - — - — - — - — -
4.2
12-20-18