81 5TH ST REV REQ 1.-1r7I _ - • --
J•
jy � \800 Seminole Road
if „\` - OFFICE COPY Atlantic Beach,Florida 32233
J . v� Telephone(904)247-5800
FAX(904)247-5845
�JFjI 9I'
REVISION REQUEST SHEET
Date:. .?,/_4_ ,_ i• Receiv-' : -.sum, Resubmitted:
Per 'it Numbe : 1.5- RAM-,5763
Origin. ' s Examiner: •'roject Name:
Project Address: , j - . L,Amid WAL1,44
Contractor: 5'4)a2Fsi, 4-101E( ,UC- Contact Name: /Dad Air/
Contact Phone : Gip* 63+ 3 p4 Contact e-mail: )wi�eu.ba�i er 0[ y�e40-.
ej-
Revision/Plan Check/Permit Fee (s)Due: $
Description of Proposed Revision to Existing Permit: lIj) `V a v i
gr:/)&,;010 TSF v)01,,,,ivJ
111.11 JUN 232016
—
Additional Increase in Building Value: $ 0 Additional S.F. o
Site Plan Revised: N/0 Public W/U Approval: ,.y.,4
By signing below.I(print name) • - affirm that the above revision
is inclusive of the proposed change-
Signature , • tractor/Agen ontractor must sign if increase in valuation) Datie
Office Use Only
Date: (9 --Q(r /6 Approved: X Rejected: Notified by:
Plann Review Comments: /
jprOfred a S 3e,bmy)-/ ' ca//t'o' Cv✓IIto e7L � Pick- of rc & C-Opy
ii�� aet,i Sits^. Sea 4 -1'44 s'-e 71 119 p.e r en., 4. #,
. ment review required YesNo
Builds: --/'-r (�/
Planning &Zoning vim"
Tree Administrator Plans Examiner
Public Works
Public Utilities G -6 8—/6
Public Safety
Fire Services Date Created 8/20/15 Rev 2
1
LJG Engineering, Inc.
Principal Engineer : Louis Gabriel PE
419 Sophia Terrace
Saint Augustine, Fl . 32095 >"
Ph # (904) 982 1935 n-
0
U
5/ 12 / 2016 LU
U
Subject: Structural revisions to 81 5th Street LL.
Atlantic Beach, Fl. Permit#: 15-RADD-2763 O
Dear Building Inspector:-
The following revisions /regarding
roof'strapping for wind upliftthe continuous load transfer and lateral Aloads)to the U
foundation I wall 1 platesz
original scope of work is approved by me: a = a o
a
0 z �
1- First floor walls to foundation fastening:
2x4 first floor studs will be connected to the existing 6 1/2 " x 6 1/2" existing W 0 p
foundation wood beam with SDWC15600 "Simpson" screws on 32 O.C. . V E
U V p
W �:. iii p
2- First floor wall to second floor wall fastening : p Z O Q
2X4 studs of the first floor will be screwed to the top plates with SDWC15600 U IA.I
"Simpson" on 32" o.c.The 2x4 second floor studs will be screwed to the bottom
plate and the top plates with SDWC15600 "Simpson" screws on 32 O.C. Top CC Q
plates resting on ground floor studs will be screwed to the floor joists withu,.
2 SDWC15600 "Simpson" screws on 32" o.c. and the bottom plate upon which the 0
second floor studs rest will also be screwed to the floor joists on with SDWC15600 La _ w a In
In
"Simpson" screws on 32" o.c. W V N Q a
3- Connections to existing roof rafters: »
W E
• Every roof rafters will be attached to the top plates with one(1) SDWC "Simpson LC CC
screw on 32 » O.C. per detail attached.
Attached to this letter is a cutout sheet from the "Simpson" manual that outlines
the restrictions and constraints that need to be followed to ensure proper screw
installation which will consequently ensure the screw allowable loads can be
achieved s�`s, c4a.
0 if:\' EN4. /4'
Sin• -r•1 .39476 •% E C E a d E
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`I 1'kV' 6% ,t- l JUN 232016
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VW.
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SIMPSON
Straps&Ties
Strong-Tie
SDWC Structural Wood Screws 1 e
Typical Roof-to-Wall Connection
Ili:
1 \
Optimal 221/2°
! .t'minimum
i edge distance Splice may
'� 30' t for full values be in upper or
If l '
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S (with or without '.� lower plate
f � s� A a plate splice( iii
jill
imulion
-immMEI,
F� �4,-0-
.__� :Max
1
Offset 1-i from -
top platees
for fuulllvalues
Typical SDWC Installation-Truss Aligned w/Stud Installation Angle Limit
Min.Edge Distance for Top Plate Splice
(Offset truss similar)
Optional Root-to-Wall Connection
\ 30`Max -
minimum
t. NI�. �, edge distance
I, ( 4,
Splice may
'�� r`Min for full values �r be in upper or
{ \ ;�, (;lith or without /r G lower plate
. $ r \ a plate splice) �++ .,
iiient, ��sl Eastall1�
S .,,, ��/.\- �rea
........ ..... ii_
Offset 1h from-+l -
I 'Min. top plate splice
O►�etftattg 1 for full values
N �i 1�+Maxt-44 .
= Allowable Installation Range Min.Edge Distance for Top Plate Splice
Optional SDWC Installation-Truss 0liset from Stud (Truss offset from stud only)
0 0
2 z
a
a a
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Stud-to-Plate Connections
Optimal 221 A r
30' 10 0-
a a
Optimal 22'f
2MOMw c.,
h ' 20'• �23/a
'� 3't/;
c iiitdaWit:. 30— -
_
c, o
ry ,q
ili. ,. -
Stud to-to-BoBottom Plate Connection
Stud-to-Top Plate Connection Stud-to-Bottom Plate Connection Over Concrete/Masonry Foundation
This application requires Over Wood Floor
SDWC156001 (SDWC15600 shown) (This application requires SDWC15450)