344 4th ST - REVISION 8-6-18CITY OF ATLANTIC BEACH
800 Seminole Road
Atlantic Beach, Florida 32233
REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS
Date IO ! / Revision to Issued PermitZI/Corrections to Comments Permit Q UjZ.
A
Project Address
Contractor / Contact Name
Phone
Description of Proposed Revision / Corrections:
Additional Increase in Building Value $
By signing below, I L `, . �,- w
;natur of Contractor/Agent
(printed
h4f-� 7Z, 4�-
Email
Permit Fee Due l' S" C9. 0-0
Additional S.F.
p` affirm the Revision is inclusive of the proposed changes.
n/�- /l(�
must sign if increase in valuation) Date
(Office Use Only)
Approved �_ Denied
Revision/Plan Review Comments �6111,7C/
Department Review Required:
Building
Planning & Zoning
Tree Administrator
Public Works
Public Utilities
Public Safety
Fire Services
Not Applicable to Department
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Reviewed By
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Date
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PARTIAL FOUNDATION PLAN
SCALE: 3/16"= 1'-0"
10'-6"
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PARTIAL FOUNDATION PLAN
SCALE: 3/16"= 1'-0"
10'-6"
TO BE REMOVED
10'-6"
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REVISION
BP#
DATE /
SIGNED /71 _
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FOOTING w/ 3-#5 EA. WAY
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SIGNED /71 _
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DATE /
SIGNED /71 _
6x6 SYP#2 P.T. POST w/
4" 2' -0"x2' -0"x12" DEEP CONIC.
FOOTING w/ 3-#5 EA. WAY
BOT. SEE 1/SK-2 (TYP)
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ROOF SHEATHING PER
SPECS
ROOF RAFTER PER PLAN
Im"s
BEAM PER
PLAN
STRAP BEAM TO
POST PER 4/S2.0
ARCHITECTUAL FINISH
BY BUILDER (TYP)
6x6 SYP#2 P.T.
EMBEDDED POST
FULL DEPTH
RIMBOARD
P.T. BEAM PER PLAN FASTEN
TO POST w/ 2-3/4" THRU
BOLTS
z
5E
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FMATIC SECTION
SCALE: 3/4" = 1'-0"
7'-10"
P.T. DECK JOISTS
PER PLAN
COV=R w/ LIQUID APPLIED
WAT--RPROOF COATING
ABU66
NOTE:
._�_"• I SEE DETAIL RIGHT FOR
OPTIONAL COLUMN PAD
2'-0"
2' -0"x2' -0"x1'-0" DEEP
CONC. FOOTING w/ 3-#5
EA. WAY BOT.
ANGER,
PLAN
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PLAN
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EXISTING FLOOR
FRAMING
EXISTING
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OFFICE
COPY - ���� • � � •.. --.-
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REVISES-, ,� ••••• ...F•�CN"�.;;
WOOD POST
PER PLAN.
ABU66 w/ 5/$" THREADED
ROD EPDXIED w/ 5/8' ROD
EPDXIED 6" MIN INTO MASONRY.
16"x16" CMU COLUMNS
GRADE w/ 2—#5 DOWEL BARS
cc
CONCRETE FOOTING
(SEE PLAN)
v;
OPTION 2
CONCRETE STAND—OFF PAD TO WOOD POST
MATCH ARCHITECTURAL COLUMN PER PLAN.
DIMS. FOR BOX COL. w/#3
HAIRPINS AT EA. CORNER & #3 ABU66 w/ 5/8' THREADED
CLOSED TIE AT TOP ROD EPDXIED w/ 6" EMBED
GRADE
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CONCRETE FOOTING
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OPTION 1
OPTIONAL PAD AT BOX COLUMN
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