780 BONITA RD - REVISION CITY OF ATLANTIC BEACH
is 1 800 Seminole Road
`� Atlantic Beach,Florida 32233
J Telephone(904)247-5800
FAX(904)247-5845
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REVISION REQ EST SHEET
Date: 10 -6- 15 Received by: Resubmitted: A C/
Permit Number: /5 -- RA P,—2 3 Z Z
Original Plans Examiner: /7? Project Name: �rnny_ eve
Project Address: -7 b v V%% �, V-4L A*-tc% %,P, z L e4 �-L ,
Contractor: aW e e Contact Name: 7Z ' {� l'�ftA,tAr�th
Contact Phone . 90 y— 2r�y—`�?jg Contact e-mail:
Revision/Plan Check/Permit Fee (s) Due: $
Description of Proposed Revision to Existing Permit:
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Additional Increase in Building Value: $ 306 Additional S.F.
Site Plan Revised: Public W/U Approval:
By signing below.I(print name) A.�-.0 c,17^La.t,/ t in affirm that the above revision
is inclusive of the proposed changes.
Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date
Office Use Only
Date: ` Lo "1/0 7r5— Approved: Rejected: Notified by:
Plan Review Comments: 1 I
5 con Reyisi&n 4-y •�r If-- � SSy@ \ Ob Ccopy 4o ce)n Trac- /or
nt review required Yes No
Building
nning &Zoning
Tree Administrator Plans Examiner
Public Works
Public Utilities
Public Safety
Fire Services Date Created 8/20/15 Rev.2
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DESIGN CRITERIA -1
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1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL APPLICABLE STATE AND LOCAL CODES. z f
INCLUDING BUT NOT LIMITED TO: S
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FLORIDA BUILDING CODE- RESIDENTIAL (2014) w w
NDS 2012: NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION W
LOADQ Z"
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3 Y. 4 � Z
SK-2SK-2 ROOF LIVE LOAD 20 PSF Y W
BASIC WAND SPEED 130 MPH (ULTIMATE)
WAND EXPOSURE 'B"
BUILDING RISK CATEGORY II
INTERNAL PRESSURE COEFFICIENT *0.18 (ENCLOSED BUILDING).
I WOOD FRAMING
— 1. ALL ROUGH FRAMING SHALL BE NO. 2 OR BETTER SOUTHERN-PINE. OR A BETTER GRADE UNLESS (n c
OTHERWISE NOTED OR SHOWN ON THE DRAWINGS. z c
c
Z ALL LUMBER SHALL BE SEASONED TO 19% MAXIMUM MOISTURE CONTENT. O c
EXISTING WALL TO BE REMOVED AFTER
3. WOOD IN CONTACT WITH CONCRETE OR EARTH SHALL BE PRESSURE TREATED. ~
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REMOVAL OF CEILING JOISTS 4. ALL WOOD FRAMING SHALL BE BUILT PLUMB. LEVEL. SQUARE. AND TRUE WITH ADEQUATE BRACING Q
AND CONNECTION HARDWARE TO ENSURE A RIGID STRUCTURE
5. ALL SHEATHING SHALL BE LAID WITH LONG DIMENSIONS PERPENDICULAR TO SUPPORTS. STAGGER ALL Q J
JOINTS. z LL
6. ALL SHEATHING SHALL BE NAILED 6' ON CENTER AT SUPPORTED PANEL EDGES AND AT 10" ON W =
CENTER AT INTERMEDIATE SUPPORTS. w
7. UNLESS NOTED OTHERWISE, MINIMUM FASTENING OF WOOD MEMBERS SHALL CONFORM TO TABLEW O m
2304.9.1 OF THE FLORIDA BUILDING CODE U 0-j
& ALL PLYWOOD OR OSB SHEATHING SHALL BE APA RATED AND SHALL BE ADEQUATELY SPACED AT z P
rl*"'Y 2 JOINTS (1/e TYP) AS REQUIRED BY APA FOR EXPANSION. Lu
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EXISTING WALL TO BE REMOVED CDNe
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EXISTING ORIGINAL ROOF TRUSSES
TO BE SHORED PRIOR TO REMOVING W
WALL
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OVERALL
PLAN OF
EXISTING
HOUSE
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• N .G 250 • 's SCOPE OF THIS WORK IS LIMITED TO THE REMOVAL OF THE WALLS SHOWN
ON THIS PLAN, AS WELL AS PROVIDING ADDITIONAL SUPPORT FOR THE EXISTING
TRUSS END AS SHOWN ON DETAIL 4/SK-Z NO 07HER WORINVOLVING
* '�✓ ' *` STRUCTURAL SCOPINE SHALL BE PERFORMED WITHOUT THE CONSENT RAND PERMISSION
ST F ' OF THE STRUCTURAL ENGINEER.
�'� •; ;:Q SHORING OF EXISTING FRAMING IS A MEANS AND METHODS AND IS THE SOLE RESPONSIBILITY
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EXISTING (ORIGINAL) ROOF TRUSSES (' F
BEARING ON CONCRETE BEAM (TO _Z a
REMAIN) EXISTING CEILING ?
EXISTING CEILING JOISTS TO BE JOISTS TO BE REMAIN— W wz
REMOVED CUT ENDS AS :u
EXISTING CONCRE TIE BEAM OVER REQUIRED Q z
11 IN JUL— IN IN 11 Ij I I I I I CMU WALL EXISTING TRUSS BEARS ON Z
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SHEATHING W
•, EXISTING DAMAGED
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SHEATHING
EXISTING D BEAM
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IS11 G EXISTING CEILING JOIST
PENT EXISTING OPENING Q
EXISTING STUD WALL
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EXISTING CMU WALL
EXISTING CMU WALL TO BE REMOVED z '-
TOREMAIN W =
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1 EXISTING WALL EIEVAMON 3 EXISTING TRUSS BEARING CONDI11ON W o°Q
Soap 3/4' • 1' C,
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SIMPSON LSTA18 STRAP D m
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BOTH SIDES (4 CD
TOTAL) EXISTING TRUSS BEARS ON
GISTS TO BE CEILINGEXISTING REMAIN— SHEATHING
TOENAIL EXISTO G TRUSSES CUT ENDS AS NEW (2) 2X6 BLOCKING AT
TO NEW BEAM WITH 16d REQUIRED EACH TRUSS END z
NAILS EACH SIE EXISTING "DAMAGED" ui
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SHEATHING
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(3) 1-3/4-X7-1/4- LVL BEAM \I%,s
EXISTING WOOD Q
17(3) x8 STUD POST BEAM _
2X8 STUDS AT 16" O.C. CONT. (2) 2X8 TOP U
(3) Z6 STUD POST PLATE EXISTING CEILING- JOIST
FRAMM
(1) 2X8 STUD EXISTING STUD WALL DEVs
(1) 2X8 STUD
SIMPSON SP2 TI AT STUD POST
CONT. P.T. 2x8 PLATE— FASTEN TO 4 MODIFIED TRUSS BEARING CONDITION
SLAB WITH 0.145" DIA. POWDER — Soda 3/4' = 1' ,r��°;'tet�t�nr raear�rsrFs
ACTUATED FASTEN RS AT MAX. 12" ''' `
0.C. AND AT ENDS. �o`a`'�` ' ', ire +pI*`rl1Jr�0
NOTE: Le i • ' ��>
2 PROPOSED WALL IIEVA11ON G.C. TO SHORE EXISTING ROOF PRIOR s �+ •
Sodom TO: �� TO REMOVING CONCRETE BEAM. _ ISO 2 ��
/ CONTACT ENGINEER IF CONDITIONS ilia
DIFFER FROM THOSE SHOWN ON THESE F117 "
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DRAWINGS. *0 AT" F ;' S
SHORING OF EXISTING ROOF IS THE op, '•.•k 4 5 7 S 1 14 +�
FULL RESPONSIBILITY OF THE GENERAL ''•,, •�' •••,(„Oplot*
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CONTRACTOR. 'ZONAL
��`a'afa�ant��t�ttu°ta°: one M Noll
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