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HomeMy WebLinkAboutREVISION 10-22-18OFFICE USE ONLY:
r
DATE FILED: SCANNED PERMIT # 00 O D
REVISION FEE: (D 0 BY RECEIPT#
e"t 1,uc(e County
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL EV I S I O N
(772)482.1553 553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE 2W (
ADDRESS: � N � „'(A c- �tl C
-F.
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
1�10Te R)=v►s 1005_
CONTRACTOR INFORMATION:
STATE of FL REG./CERT.
BUSINESS NAME:
QUALIFIERS NAME: I he" S , 1 Z-
ADDRESS: P� o 5G-
CITY: STATE:
PHONE (DAYTIME):
OWNERBUILDERINFORMATION:�
NAME: V�I-A5 �uClt-
ADDRESS:
CITY:
PHONE (DAYTIME:
STATE:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
SLCCC: 9123109
Revised 06130117
. 1—
STATE:
u13Y FiF. UO / J%!L
ST. LUCIE CO CERT. #:
FAX:
FAX:
PAN:
ZIP:
ZIP:
ZIP:
RECEIVED
OCT 2 2 2018
Permitting Department
St. Lucie County, FL
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RECEIVED
OCT 2 2 2018
Permitting Department
St. Lucie County, 1
TEMPERED
in
w
EXISSTTN�
B TH
_ A
Remove existing `—
slidingv,,glass doors
close up\and finish
to (latch`exist
EXISTfNG
GUEST \
B`E.DROO\I
CLO
C©A
OF
f-----------�
I
�EXI TI
G�NG
F
I GA AG`E
I \
151
GAME AREA
Owner speciFled
sofa
21'-O /2"
2'-nr2°
Ln
NEW KITCHEN --
Q
W--
O mW
o>
e o-
FW
I N
I �
Vault
To Match
Existing
— I
I
GPEAT BROOM
I
I
I
Provide Ne
Pantrg
DINING
C-2
EXISTING
BATH
at Ceding
` J POIUDER / %
`
\\C` \ ° -T
�'VAV
New partition L A 1,�\ D R Y
�A 2
o El
�Ab JAI
leve floor
w/ 4" or
112' x 34
IAtt°c Accesel
with light I
0
.z
� I
Provide New 1
i Bar �\
New artition
I NET T G
R O'O M
I I I I
O O
-2
V
C-2
NEW CONCRETE DECK
Screened Enclosure
(Shop Drawings By Others) —�
Remove fi�xed ghass and
transom above
dock in and finish `
ta, match existing \.
EXISTI
L�I\VING
L
EXI TIN
\ FOYER
\
C�
EXISTF�lG
ENTRY \
EXISTING FLOOR PLAN
TYPICAL NOTES_ SCALE 1/4" = I'-o"
\ G A R A E \ I. Contractor to verifg ALL notes and dimensions prior to °
proceeding with work.
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
3. ALL Lumber to be used as Beam. Rafters, etc... to have
a minimum IAOO P.S.I. fiber stress.
\ 4. No dissimilar metals to touch.
\ 5. ALL Concrete used for slabs shall be 2500 PSI concrete, and \
ALL Concrete used for vertical filled cells, continuous. tie beams etc., to
shall be 3.000 P.S.I, concrete and/or 4,000 P.S.I. grout mix
---- � \---------
\f- --- �_'C_-- 1\ 6. Drywall es with
shall be leveled and attached to bottom chord
� \ I '� of trusses wrth screws.
\ I 1. ALL wood in contact with concrete shall be pressure treated.
\I 8. ALL wall dimensions are nominal and not finished wall or stud dimensions.
\ \ I 9. ALL plumbing fixtures to be low flow.
Existing \. I\ 10. Contractor to Provide a 2'-8" wide door at one bathroom for
Gars e Door I handicap accessibility requirements.
I g 1 11. Separation between residence and garage shall be per FBC R309.1 and R309.2
To Remain i 12. Door between garage and residence shall be 1-3/8" solid wood - 20 min. fire rated
WALL SYMBOL LEGEND
= Existing walls
= 2" x 4" non -bearing stud walls - see sections. Insulate
with R-II batts at bathrooms It between A/C and
Non -A/C spaces
2" x 8" non -bearing stud walls - see sections. Insulate
with R-19 batts at bathrooms t between A/C and
Non -A/C spaces
NEW SPA
I
28"
— — — 1
�EX TING
STER
I
Cut Back Coffe d e Ing
QR I I I
M--
0
_7
x
We Aeeessl �
\, with light I A
EXIST +1Zs J EXISTIN&
CLQ N O CLO
-------- -- ---
STIN XICC
MASTER
T
0
z
Interior Door/Window Schedule
Mark
Size
Door Description
Location
A
2'-4" x C-8"
single Panel - Pant Grade
Guest Room Bath
B
4'-0" x L'-8"
single Panel B°-Fold Pant Grade
Guest Room Closet
C
2'-8" x 6'-8"
Single Panel - Paint Grade
Guest Room
D
31--4" x L'-8"
2'-a' Cased opening with barn door -
point rade
Office
E
2'-4" x C-8"
single Panel - Pant Grade
Office Bath Room
F
X L'-8"
Lvered single Panel St -Fold
Paiount Grade
Closet At Powder
G
2'-4" x C-8"
Singh Panel - Paint Grade
Powder
H
2'-8" x C-8"
single Panel - Paint Grade
Door to Laundrg
I
2'-8" x C-8"
Paint Grade - Ihr Door
Door to Garage
J
OMIT
K
2'-4" x 6'-8"
Single Panel Pocket - Pant Grade
Office Storage
L
4'-0" X L'-8"
cased opening a/ barn door
- atom reds
Sitting Room
M
4'-0" x L'-8" °V-O'
cased opening e/ barn door
- scan grade
Master Bedroom
N
(2) I'-8" x C-8"
3'-0' eased opening a/ barn door
- Pant grade w/ wirrors
Her Closet
O
(2) I'-8" x 4'-8"
3'-O" cased opening a/ barn door
- Paint wide a/ wirrors
His Closet
P
2'-4" x C-8"
Single Panel Pocket - Paint Grade
Master Bath WC
Q
X-O" x C-8"
Single Pail Si -Fold - Pant Grade
Closet in Master Bath
R
1'-8" x C-8"
single Panel Bi-Fold - Paint Grade
Closet at Master Bedroom
S
(2) 4'-0" x 6'-8"
single Panel Bi-Pea - Paint Grade
Laundrg Room Closet
- ALL exterior doors including garage doors to withstand
pressures stated in permit information box on these plans.
- verify all masonry/rough opening sizes prior to ordering
windows.
- See product approval chart on these plans for exterior
door manufacturer information (including garage door)
- Provide one exit door (swing type) that is 3'-0" wide
minimum and one emergency escape door (not shuttered).
If escape door has gglazing then It must be impact resistant
and shall NOT be thru garage. This may be the same door
if it meets both criteria listed above.
Exterior Door/Window Schedule
Mark
Size (wxl)
Description
Location
I.
25" x 49"
CASEMENT- TEMPERED
GUEST BATH
2.
41" x 42"
CASEMENT - EGRESS
GUEST BEDROOM
3.
41" x 42"
CASEMENT- EGRESS
OFFICE
4.
34" x 42"
PICTURE
GOLF CART ROOM
5.
41" x 42"
PICTURE
GARAGE
L•
(4) 25" x L8"
CASEMENT
SITTING ROOM
(1) 25" x 48"
FIXED
SITTING ROOM Transom
8
12'-0" x 8'-O
OXXO FRENCH DOORS
w/ TRANSOM
Living Room Doors and
Sidelights
9.
C-O" x 8'-0"
OXO FRENCH DOORS
ENTRANCE DOOR
10.
12'-0" x 8'-0
OXXO FRENCH DOORS
Master Bedrom Doors
and Sidelights
II.
48" x 32"
PROJECTED
MASTER BEDROOM
12.
(2) 34"
CASEMENT Tepured
MASTER BATH
13.
(2) 25" x 48"
FIXED fak5ad g°Rm`.,°`h `ente` endows
MASTER BATH Closet
14.
(2) 25" x 25"
FIXED o fFake Rm °`i"°" :enter windows
Master Bath Closet Transom
15.
48" x LO"
HORIZONTAL SLIDER
KITCHEN - West Wall
IL.
48" x LO"
CASEMENT
KITCHEN - South Wall
11•
3'-0" x 8'-0,
FRENCH DOOR
Kitchen To Patio
18-
(4) 3L" x LO"
CASEMENT
GAME ROOM
19-
(5) 30" x 30
PICTURE WINDOW
CUPOLA
20.
(3) 30" x 42"
PICTURE WINDOW
CUPOLA
21.
3'-0" x 8'-O'
FRENCH DOOR
GAME ROOM to exterior
- ALL Windows to be Bronze ESP aluminum windows with tint.
Provide muntin's and structural mullions per elevations. See
product approval chart for window manufacturer information.
- ALL windows to withstand Pressures stated in Permit
Information Box on these plans.
- ALL windows in bathrooms to be tempered
- ALL windows within IS" of finished floor to be tempered
unless impact rated.
- verify all masonry/rough opening sizes prior to ordering
windows.
Sy
St. Lucie County
FC®� RECEIVED
OCT 2 2 2018
1 S7. lute Eounty, Pern
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Sheet
Of: 10.
Comm #
18-13�i
Existing Trusses 1� Provide Simpson MBHA3.56/11.25 Hanger wl
To Remain (1) 3/4" dia. x 8" ATIR into Top and Face
of Block Wall i1nd (18) Iod rails into Beam
mill
Millis
Strap htp corner o new
beam using Stepson HUS 26-2
filling all naill Was wth lOd mails
4 MATCH
EXISTING
Raked Concrete block Gable to-n-le
endwall see detail on sheet D-3
See Gable endwall framing detail PRE-ENGINEERED SCISSOR TRUSSES
•n this sheet AT 24"
%o.c. TYPICAL
( shop drawings by manufacturer )
SEE SECTION FOR BOTTOM CHORD SLOPE
C-2 Steal column in caner shall have
embed lets on It for beam
LISIeff detail on sheet -
BI corner beam over kitchen window36" 8" x 12" concrete tie beam4) tt5 bars cont. with #3 stirrups at 12" o.c.
10-17-IB
_ B-I1-18
iy =FLZ
tate "S" Roof Tile ins.alled per product
12 Z 7804.2 and evaluation report using
-MATCH y adhesive as shown in detail on sheet D-2
EXISTING W ss self adhered roofing underlayment over 19/32"
d attached to trusses per sheeting attachmentroof plan, NEW TILES TO MATCH EXISITNG
---—--- -L31 51
O
#I
aXC \ B
\
\
NTINUOUS BEAM
E,2--,
C
EXISTING R
OF
TO REMAIN
B3
B3
\
Raise existing beam\
upAto new cling leight
\
r
2
\
L22
\
NO STEEL OR CONCRETE FILL
SHALL BE REQUIRED IN THIS LINTEL
USE LINTEL SCHEDULE FOR LINTEL SIZE AND LENGHT ONLY
HOLLOW LINTEL SUFFIECIENT TO CARRY EXISITNG LOADING
FROM ROOF OVER NEW DOOR.
mee spaced per truss
dactures plane
cal splice
.ach bracing to true chord
y (2) IOd nails in all
loon.
x 4" Wood bracing
bracing shall lap one truss
SHALL COMPLY WITH BCSI-B3 SUMMARY
ROOF SHEETING
ATTACHMENT DETAIL
I. Minimum Nail Size = 8d ring shank (min. 2" long)
2. Minimum Screw Size = 48 x 2"
3. Minimum Sheathing Thickness 141/32" COX Plgwood
4. Use nails or screws based on Creseyre for roof stated
in permit info box on these plane For zone 3
F _ _4 FT-
_ A
4 rT
4 PT 4 PIT
PT4 FIT
** Use nails or aGrews based on pros0ure for r of stated
in permit into Dox on these plans for zone
Ke Area Ede Field Fastener X.
on I
L"
8d ring shank
isPat
Zone 2
8d ring shank
lL of
Zone 3
Bd ring shank
64 pef
/
** Zone 3a
b"
6"
48 wood screw
112.5 pat
Strap framing to beam using Simpson HETA 12 strap _
filling nail holes with IOd x 1.5" Haile
Held down beam for 2"x from
as shown. Install layer of 30tt Felt
between concrete and framing.
Neil Overhang framing to top chord
using (D IOd nails —�
B
BOTTOM CHORD TRUSS BRACING NOTES
Contractor
to brace all bottom chop e in floor
and roof trusses in the fdloLlmp manner:
- Install brat row of true bracing 31.from exterior Wells
and spaces 12" o.c. thereafter.
- Install bracing on any bottom chord Which is longer
than 72" in clear open.
All true brecin to be 2" x 4" Wood and shall be attached to
bottom chord op trusses.
ALL
EAM SCHEDULE
Mark
Size and Description
Fb (psi)
BI
Two rows of beam block with filled with concrete
and (I) tt5 bar cont. in each row.
B2
(3) 13/4"w x 18"d LYL Beam
2400
B3
(2) 13/4"w x IS"d LYL Beam
2600
Existing wood beam to raised to new height
EBS
(2) 13/4" x II I/4" LVL Beam
2400
HI
(2) 2 x 12 SYP #2 Wood Beam
ALL BEAMS CONSTRUCTED OF PLIES SHALL BE FASTENED
TOGETHER USING (9) IOD NAILS IN ROWS AT 12" O.C. FROM
EACH SIDE AND STAGGERED EACH SIDE.
Additional
O
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"
P`�: i• I
i •"�i Precast Lintel
Lintel
Length
Bar
Length
Clear
Span
"A"
Bars
"B"
Bars
2'-10"
2,n3
none
3 -6"
3'-4"
?'-2"
2,43
none
ere-OD/IT
� T —
C O—
2 -8"
2,143
none
-�� Additional
_q)
ai ben
Sove�e .:,, �.
One Raw d Beam
.. �OO�
a
q'-6,•
4'-q"
3'-2"
2,tt3
none
LINTEL SCHEDULE
Mark
W
UM
W
Lintel
Sire
gaa�-Crate
S iceUan
fore-
Stressed
6M ��
Above
mottle
etssl
a'd
Top
Stad
�
LeW Max
fPLr)
Max.
L�aad
IPLr>
Mar.
L�
tPLP)
L81
2'-W
1re-Om/IT
NO
—
1
K
3011
16L1
INS
L31
13'-I•
3'-Y
ere-Oenr
si
4661
113t3
its
L46
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ere-Omnr
NO
—
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as
1341
W4
46
L60
i'-O'
6'-e'
era -Omni
NO
—
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as
e06
104
331
LLO
L'-e'
C-e'
ere -Omni
NO
—
I
so
106
121
634
LSO
T-O'
T-O'
ors-omnr
NO
—
I
K
IOi
TSB
634
LBO
e'-o'
s'-e'
ere-Oenr
NO
—
1
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LM
i41
iG
L10
Y-0'
Y-e'
ere-omn7
NO
—
I
as
536
630
401
LI00
IO'-O'
10'-M
ere-06nT
NO
—
I
96
ieS
414
462
LW
10'-O'
Ir-e'
erlL-6lnT
NO
ONE
1
s6
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r1i4
410
408
L120
IS'-O'
IS'-e'
ePIL-IenT
NO
ONE
I
ii
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IOIi
LOL
324
LHO
111
14'-e'
IrIL-I6nT
YES
ONE
I
K
I
as
1370
on
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IL'-O'
IL'-e'
erlL-Ip/ST
YES
ONE
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484
14e
- ALL LINTELS SHALL BE MADE BY CAST-CRETE.
- LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 13'-II" LONG ARE TO BE PRESTRESSED
EADJUSTLLINTELSLACCORDINGLDY PRIFINAL
OPENING SI�ES TOR TO MASONRY
ANY/ALL LINTELS
2" x 4" gable overhang
framing at IL" o.c.
Plywood installed per
roofing notes -see roof plan
/ Soffit and fascia -see
- typical section for exact details
assumed to match existing
MAX.
Typical soffit -see typcial section
5/8" thick light textured
b2" x 4" botto' m chord �I stucco on typical concrete
race at 8-O" O.C. block construction
1
2" x 4" x 8" PT Haller at each
brace attached to wall using (2) Raked Concrete beam - see sheet 0-3 1
1/4" x 3.25" tapcons at each nailer
GABLE ENDWALL DET,41L S
NTS
ROOF PLAN
\ TYPICAL ROOF NOTES: Scale 1/4" = 1'-0"
- Overhangs Shall be 3'-0" Field verify and adjust to match
- Roof pitch shall be (0;12 Field verify and adjust to match
\ - Truss shop drawings to be provided by manufacturer
Any changes to this plan shall be submitted to the
architect for approval in writing prior to starting construction.
ALL TRUSS TO TRUSS CONNECTIONS BY
TRUSS MANUFACTURER
- Architect to review Truss Shop Drawings Prior
to construction for layout and uplift verlfication
- Contractor to provide for Form Board Survey and to provide
Form Board Survey to Truss Company prior to truss construction, -MN,"
\ - Contractor to provide the Architect wlth truss shop drawings including
ALL truss cut sheets showing ALL truss reactions prior to START
OF FOUNDATION WORK for strap and footing size verification.
TRUSS DEFLECTION SHALL NOT EXCEED 0.5" ON ANY TRUSS.
a'j' Ca D U �
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Sheet
OF 10"
RECEIVED
Lur"
s. OCT 22 2018
i• ST. Luse County, Permitting
Comm sc
18-131
STRUCTURAL STEEL NOTES:
I. STEEL GRADES TO BE AS FOLLOWS:
- STRUCTURAL TUBING...... Fg = 4� ksl
- ALL OTHER SHAPES ......... Fg = 50 ksl
2. ALL STRUCTURAL STEEL TO BE DOMESTIC ASTM A-50 (Fy = 50 ksl)
A992, AND/OR ASSTM - 500 (Fg = 46 ksl), DESIGNED AND CONSTRUCTED IAW
THE LATEST EDITION OF THE AISC AND CODE OF STANDARD PRACTICE
3. HIGH STRENGTH BOLTS TO BE ASTM A325-N AND SHALL HAVE H.S.
NUTS AND WASHERS.
4. ALL WELDING TO BE I.A.W. AWS LATEST STRUCTURAL WELDING CODE
(ANSI/AWS DDI.I-2010). RUSTPROOF ALL WELDS AND PLATES WITH HEAVY
DUTY RUST -PROOFING PAINT.
S. ALL MEMBERS TO BE WELDED SHALL USE E-10-XX ELECTRODES (MIN.)
6. SHOP COAT ALL STRUCTURAL STEEL WITH RUSTOLEUM USING RED PRIMER
OR EQUAL (U.O.N.). FIELD PATCH AFTER ERECTION USING WIRE WHEEL TO
REMOVE AFFECTED AREA THEN COAT WITH RUST INHIBITOR AND FINISH
WITH RUSTOLEUM PAINT I.A.W. MANUFACTURER'S STATED INSTRUCTIONS
STRUCTURAL ADHESIVE (EPDXY) SHALL BE SIMPSON TIE ET22.
6. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND SHALL PROVIDE
SHOP DRAWINGS TO THIS FIRM FOR ALL STEEL PRIOR TO ORDERING
FOR VERIFICATION.
Existing floor slab
4" x 4" SYP 42 Wood post
Simpson ABU 44
post base. Dowel 6/8" dia.
threaded rod min. 9" into
footing using min. 3/4" dia. hole
and set in epoxyy. Nail strap to
post using (12) ILd nails
Existing Floor slab
Existing Floor slab
4" x 6" )SYP #2 Wood post
post 5ase. `6o`L 5/8" dia.
threaded rod min. 9" into
footing using min. 3/4" dia. hole
and set in eppoxgg Nail strap to
post using (12) Ibd nails
Existing floor slab
It
_-_ New footing pour -o a a New footing pour
d level w/ existing slab level w/ existing slab
P.'
DETAIL AT 4"x4" POST CONNECTION DETAIL AT 41'x6" POST CONNECTION
Scale: 3/4" = l'-O" Scale: 3/4" = I'-O"
12
es with
drilled
vubolts
l�h[.mIrgrA
e
ner
needed
1/4"
nn
E70-XX
EIO-XX
1W
3 1/2" x 3 1/2" x 1/4" thick
steel column
to-xX
<pansion anchors
10" x 10" x 5/8" thick base plate
prewelded to column
Tgpclal Base Detail
3/4" =
See offset cap detail
on this sheet --
See typical base detail
on this sheet
Footing beyond - see foundation
plan for size and location —
Existing truss leg
new 2" x 6" SYP #2 blocking
bolted to truss using (2)
3/8" dia. through bolts
with 3/4" dia. washers each side
Strap new beam to blocking
using Simpson MTS 12 strap
filling all nail holes with IOd x 1.5" nails
�russ Blocklrca Detail
BLOCK ALL EXISTING TRUSSES
AS SHOWN - SEE DETAIL ON
THIS SHEET —T
` BEAM B2
C- \ /JL�
Existing trusses to remain
lO-I�-18
J
I
SOFFITTED AREA IN GREAT ROOM
j i ,I: t
C-2 Columnr
See embed plate detail "A"
on this sheet
• L.J ^
5/8" x 6" nelson studs
prewelded to cap plate o
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5/8" cap plate o
EMBED PLATE DETAIL C-2 Column
NTS
See base plate detail
on this sheet
1" leveling grout
See foundation plan for
'�'�footing size and steel req.
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CORNER COLUMN C-2 DETAIL oT
I TYPICAL CLERE-STORY STRAPPING NOTES: I
Existing strapping to remain - if none found
contractor to add Simpson MTS 12 strap
to each truss filling all nail holes with IOd x 1.5" nails
Simpson strap new studs to exiting
top plate using Simpson MTS-12
filling all nail holes with IOd x 1.5" nails
Existing clearstory to remain
Sister new 2" x 4" SYP #2 studs
and nail using IOd nails at 12" ox-
Strap each new studs to new beam using Simpson
MTS 12 strapp filling all nail holes
with IOd x 1.5" nails in each strap
Beam B3
BEAM B2
Provide Simpson LGU3.63 SIDS hanger with
(16) 1/4" x 2.5" SIDS wood screws into face
and (12) 1/4" x 2.5" SDS wood screws into beam
CONTRACTOR TO SHORE
EXISTING CLERE-STORY
PER DETAIL ON SHEET D - I
Left to Right Sectlor at Clore -Story
BEAM "53" DETAIL Scale : 1/2"
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cap details on sheet 0-3
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see typical Column
base detail on sheet D-3
Sheet
;1
3
OF 10.
RECEIVED Comm #
OCT 22 2018
i
Aft e!A ®.. 5T. Lucie County, Permitting J
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15'-10"
Verify and adjust
ADDED 8-14-IS
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VERIFY ALL HEIGHTS
Typical filled cells to
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AND ROOF SLOPE WITH
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Typical Steel La = 25" min.
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EXISTING FIELD C)NDITIONS
AND ADJUST ACCORDINGLY
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Beam to be min. 12" thick with
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Typical bond beam
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beam
centered
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Lintel
- see roof plan
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- SEE PLANS
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5/8" drywall
ceiling
(2) 2" x 4" top plate
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Typical baseboard
� B�ar1n
D-3
Strap new and existing trusses
to new wall using Simpson HTS 20
with (24) IOd x 1 1/2" nails
in each strap
Strap studs to plate using Si son
SP4 strap with (4) IOd x 1 1/2
nails in each strap
Block existinc
to new post
slide in from I
2" x 6" Blocking
spaced as shown
drywall on
x 6" studs at 14" o.c.
Strap studs to plate using Simpson
SP6 strap with (6) IOd x I I/2"
nails in each strap
2" x 6" P.T. bottom plate with
1/2" anchor bolt at 32" o.c. and
min. 7 embedment with 2" washer
Existing slab to remain
Existing footing to remain
fi artltlon
Scale 1/2" = 1'-0"
POST BRACING DETAIL
Strap beam to post using Simpson
HTS 20 strap on each side of beam
filling all nail holes with IOd x 1.5" nails
in each strap
-stall new wood post
der new beam end and over
:fisting header for new —
aring point
A existing top plate —�
needed for new post
3tallation
A existing header
needed For new post—�
stallation
>at to be one cont. post
ock existing header
new post to brace
de in from bottom
xisting wall to remain beyond
y2 "
� C
C-1
CONTRACTOR TO SURE
EXISTING, CLERE-STORY
PER DETAIL ON SHEET 0-1
.See typical tiara -story strapping notes
BEAM B4
Existing beam to be raised to new height
Provide Simpson LGU3.0 SDS hanger with
(11) 1/4" x 2.5" SOS wood screws into face
and (12) 1/4" x 2.5" SOS wood screws into beam
SITTING ROOM
Strap post above header to post below header
(1) MSTA 30 flat strap at each side of
header filling all nail holes with IOd nails.
Strap to extend From post over existing
header to post below.
Strap new post to new footing using
Simpson ABU 46 post base with lU 5/8"
dia. x 12" threaded rod set in clean predrdled
hole filled with epoxy and (12) ILd
nails into post.
Existing footing to remain
3 1/2" x 3 1/2" x 1/4" thick
steel column
5/8" dia. x 6" expansion anchors
10" x 10" x 5/8" thick base plate
prewelded to column
Base Detail
nts
Fur wall as needed for new drywall
to conceal beam width in wall
BEAM B3
See cap detail
on this sheet
C-2 LIVING
RO01'1
See typical base detail
on this sheet
Base installed in recess
Recess to be IC x 14"
Set base on 1" leveling
Front to Rear Section at Clore-Storg BEAMS
scale : 1/2" = 1/-0„
E
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CAP VIEW A -A
/8" steel flanges
�
Q Beam B3
3/4" dia. bolts
S/8" steel flang<
5/8" thick plate
3/4" dia. bolts
S/8" steel flang
/8" thick plate
CAP VIEW C—C �a
3/4" dia. bolts Beam B4
3 s/�
CAP PLAN
C C
C-2
CAP VIEW B—B
in Y."
CAP VIEW D—D
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Sheet
E) - a
OF 10,
Comm #
18-13�