1699 MARITIME OAKS DR - REVISION :,,,:: if, CITY OF ATLANTIC BEACH
• _-``t' " 800 SEMINOLE ROAD
J tl' -- - ~ ATLANTIC BEACH,FL 32233
(904)247-5800
Revision Request Sheet
Date: 7/1 "/f r Received by: Resubmitted:/5.---s
Permit Number: � �,pp1 ..1 6 3 Clearance Sheet Number: H /A
Original Plans Examiner: Project Name: `o aiel Jpr
Project Address: /411 ri4iti tl..t (1.14.. Derv.` 4-1-1w.t+1
Contractor: Brew* W t J4,...e. Contact Name:_ )51-+.4- % .& k •
Contact Phone Number: 009)a/1"r3 S"SS Contact Fax Number:
Revision/Plan Check/Permit Fee(s)Due:$
Description of Proposed Revision to Existing Permit:
Pending Hold: _
Structural: '�F
Plumbing: _ JUL 1 5
Mechanical:
Fly
•.Electrical: ) /
Misc.: FDA N01 t � C.ee'e 1'*-'.
Additional Increase in Building Value:$ Additional Square Footage:
Clearance Sheet/Site Plan Revised: Environmental Health Approval:__
By signing below,I:,d...,.,) J t t t affirm that the above revision is inclusive of the
proposed changes.
Signs .re ofCi .. �1j5- iS
.jSIS9 a t(Conl .. - in valuation) Date
Office Use Only
Date: Approved: Rejected: Notified by:
Plan Review Comments:
Plans Examiner Date — _.
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ENGINEERING DRAWINGS BY APEX TECHNOLOGY. �= I
APEX JOB NUMBER AT0356 I \_N..-
KEY MAP
i / --- SEE PLAN FOR WALL FRAME
REQUIREMENTS
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SHEATHING MUST BE INSTALLED J WALL SHEATHING TO PT SILL PLATE WITH
B/C SW3 EITHER SIDE OF OPENING Q U 8d COMMON,SPACING PER TABLE 2,ST-1
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•EXTERIOR WALL BOTTOM PLATE l= a (_--
ANCHORAGE PER TYP WALL, > w
•FOR SW3,BOTTOM PLATE ; y2"DIAM.BOTTOM PLATE ANCHORAGE @MAX 48"
ANCHORAGE MAX 24"O.C. >< O.C.WITHIN 12"OF ALL BUTT JOINTS.MIN(2)co
N N ANCHORS PER PLATE SEGMENT
4"CONCRETE
SLAB,SEE PLAN 4 PER ARCH PLAN
TOP OF SLAB i ail _•r
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f\/ .\\;\v v _ 2 am 2 NOTE:BOTTOM PLATE WILL
/ / / / 2 2 2��_ jN%N%N.%N%\j OVERHANG,WATERPROOF
//�/�\//\//\/! IIllhIII /\//\// ACCORDINGLY
VAPOR BARRIER \ / \/\/\ \ #4 OR#5 @EACH END OF
WALL AND @MAX 48'O.C.W/
#4 OR#5 VERT REINFORCG
UP TO 3 COURSES: 72"O.C. //\//v /\\//\\//\\//\\//\\/ INTO BED DRILL AND EPDXY
4 TO 5 COURSES: 48"O.C. \ - 1;�= = \/\j\/\/\/\\�
•////E�E �� FILL SOLID WI MIN 2500 PSI
10"DEEP X MINIMUM B" /\/\� ` #4 OR#s @7r O.C.W/6"
WIDER PROJECTION THAN ./\\ \/ //\//\//\//\/\//\////////// BEND AT BOTTOM
BLOCK ABOVE W.#4 OR#5 `\i\\i\\r\\i\\i\\/\//�//��/\ i\ /X/
MAX LONGITUDINAL"O.C. E PLAN TRPL CMU STEMWALL SECTION
MAX 12"O.C. SEE PLAN 8
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TECHNOLOGY 1107L116-2015
APEX TECHNOLOGY R A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FLORIDA ENGINEER BUSINESS NO.7577-7745 SUTTON PARK COURT SUITE 402..JACKSONVILLE.FL.32224-904 B21 5201