211 Seminole Rd ACC23-0027 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP:
FAIRBAIRN CRAIG S 29 20th STREET S JACKSONVILLE FL 32250
COMPANY:ADDRESS:CITY:STATE:ZIP:
COASTLINE SERVICES OF
PVB, LLC 200 IRONWOOD DR PONTE VEDRA
BEACH FL 32082
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
170528 0000 SALTAIR SEC 01
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
211 SEMINOLE RD ACCESSORY SINGLE OR TWO
FAMILY ACCESSORY Replace 8 x 16 Shed $7000.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 BUILDING NOTICE OF COMMENCEMENT INFORMATIONAL
Notes:
No inspections may be scheduled until a copy a recorded Notice of Commencement has been submitted to the Building Department
2 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL
Notes:
Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247-
5814) to request an Erosion and Sediment Control Inspection prior to start of construction.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 9/29/2023
PERMIT NUMBER
ACC23-0027
ISSUED: 9/29/2023
EXPIRES: 3/27/2024
ACCESSORY PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $90.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $45.00
PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.03
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00
TOTAL: $264.03
3 PUBLIC WORKS DUMPSTERS/ROLL-OFF CONTAINERS INFORMATIONAL
Notes:
Dumpsters and roll-off containers must be used in compliance with Section 16-8 and must comply with all standards, per City code.
4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
5 PUBLIC WORKS CONSTRUCTION SITE MANAGEMENT INFORMATIONAL
Notes:
Provide construction site management plan, including location of silt fence, dumpster, portable toilet. Right-of-Way Permit is required if using right-of-
way for construction parking.
6 PUBLIC WORKS GRASS INFORMATIONAL
Notes:
Full site to be grassed.
7 PUBLIC WORKS REVISION INFORMATIONAL
Notes:
Any plan change must be submitted as a Revision to the Building Department.
8 PUBLIC WORKS DEBRIS REMOVED INFORMATIONAL
Notes:
All construction debris must be removed from job site by Contractor.
9 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL
Notes:
Any damage done to infrastructure must be repaired by Contractor.
2 of 2Issued Date: 9/29/2023
PERMIT NUMBER
ACC23-0027
ISSUED: 9/29/2023
EXPIRES: 3/27/2024
ACCESSORY PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
Final Plumbing
Final Electrical
Final HVAC
CC Final
Final Building*
Swimming Pool Steel
Swimming Pool Safety
Electrical Grounding & Bonding
Swimming Pool Final (Bldg)
Swimming Pool Final (PW)
Formed Columns/ Beams*
Masonry Cell Fill
Structural Steel*
OTHER:
OTHER:
OTHER:
OTHER:
OTHER:
Power Pole
Silt Fence
Piers/ Stem Walls
Underground Plumbing
Underground Electric
Foundation/ Footing
Slab**
Retaining Wall Footing
Driveway
Sewer (Building Dept)
Sewer Tap (Utilities Dept)
Rough Electric*
Rough Plumbing/ Top Out*
Rough Mechanical*
House Wrap
Wall Sheathing
Roof Sheathing
Tie-down Framing Connections
Rough Framing
Roofing In Progress
Window/Door In-Progress
Insulation Ceiling
Insulation Wall
Exterior Lath
Stucco Scratch Coat
Exterior Siding In-Progress
Brick Flashing & Ties
Early Power
Gas Rough
Gas Final*
* When all rough electric, plumbing, mechanical are complete but before any work is
covered up.
* When all gas piping is complete and wallboard is installed but before gas is
attached to any appliance. All outlets must be capped and pipe pressurized at a
minimum of 15 lbs.
* For new living space: When all construction work including electrical, plumbing,
mechanical, exterior finish, grading, required paving and landscaping is complete
and the building is ready for occupancy, but before being occupied
Additional inspections may apply to your project if your project
contains these elements:
INSPECTIONS REQUIRED FOR BUILDING PERMITS
To verify compliance with building codes, inspections of the work authorized are required at various points of the construction.
The following inspections are typically required for residential projects:
Date: Initial: Date: Initial:
_____________________________________________________
Permit Type
____________________________________________________
Permit No.
__________________________________________________________
Job Address
____________________________________________________
Contractor
POST THIS CARD WITH PERMITS AND PERMIT
DOCUMENTATION IN FRONT OF BUILDING
Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends
Building Department Public Works/Utilities Fire Department
Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789
Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203
* When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all
electrical, plumbing and mechanical work is in place, but before concrete is poured.
* When all structural steel members are in place and all connections are complete,
but before such work is covered or concealed.
** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION
Replace 8 x 16 Shed
211 SEMINOLE RD
COASTLINE SERVICES OF PVB, LLC
ACC23-0027
BUILDING PERMIT APPLICATION FOR INTERNAL OFFICE USE ONLY
f City of Atlantic Beach Building Department PERMIT# 'ALC 2- --0027
800 Seminole Road, Atlantic Beach, FL 32233 ALL information required to process
Phone: (904) 247-5826 Email: Building-Dept@ coab.us
Job Address 211 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 RE# 170528-0000
Legal Description 10-8 16-2S-29E SALTAIR SEC 1 LOT 488
Valuation of Work(Replacement Cost) $7,000.00 Heated/Cooled SF Non-Heated/Cooled SF 128
Class of Work: $2 New Addition [(Alteration Repair EMove Demo E Pool EWindow/Door
Use of existing/proposed structure(s): El Commercial [Residential
If an existing structure, is a fire sprinkler system installed?: Yes JZ-No
Will tree(s) be removed in association with proposed project? Eyes(Must submit separate Tree Removal Permit) ig No
Describe in detail the type of work to be performed:
REMOVE EXISTING REMAINS OF A SHED AND BUILD BACK NEW 8 X 16 SHED.TO INCLUDE I DOUBLE DOOR AND TWO WINDOWS,ALL
WOOD FRAME, HARDIE BAORD AND BATTEN SIDING AND METAL 5V ROOFING. NO ELECTRICAL OR PLUMBING.
Florida Product Approval# For multiple products use Product Approval Information Sheet)
Property Owner Information Name CRAIG AND RITA FAIRBAIRN Phone
Address 211 SEMINOLE ROAD City ATLANTIC BEACH State FL Zip 32233
Email coastlinesery@comcast.net Owner or Agent(If Agent, Power of Attorney or Agency Letter Required)
Contractor Information Name of Company COASTLINE SERVICES OF PVB, LLC Phone 904-651-5869
Address 382 4TH AVENUE SOUTH City JAX BCH State FL Zip 32250
Qualifying Agent WILLIAM J BRYAN State Certification/Registration# RR282811651
Email coastlinesery@comcast.net Job Site Contact Number 904-651-5869
Worker's Compensation Insurer OR Exempt VI Expiration Date 3/24/2024
Architect's Name drawing by contractor Email coastlinesery@comcast.net Phone 904-651-5869
Engineer's Name provided by contractor Email coastlinesery@comcast.net Phone 904-651-5869
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS, and AIR CONDITIONERS, etc.
NOTICE:In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may
be found in the public records of this county, and there may be additional permits required from other governmental entities
such as water management districts, state agencies, or federal agencies.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable
laws regulating construction and zoning.
a''+RNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTOR Y BEFORE RE % DING YOUR NOTICE OF COMMENCEMENT./
F) 3'
i / U V w
7/2/2!
Signature of Owner or Agent) Signature of Contractor)
ni
Signed and sworn to(or affirmed) before—m`e this day of Signed and sworn to(or affirmed) before me this '"` day of
3 by It L FA A,1,u'Yl , h ( by A Ai
Signature o otary 0_,,,{4 Signature of Notaryc.,A,..,_2(
ilk
1IMF L_
i ] Personally Known OR Produced Identification i ] Personally K wn OR ( roduced Identification
Type of tiir''^^• '
I +L1 I)( ) Type of Identification:_ (_ . .
r- e:, TERRY HENDRY
1
Notary, .blic-State of=iorida Pv Ni Notary Public State of Florida
L.1....armr.........ipw.ip..„6.-
Y>:,;.1 Commss+on;i41885 Jason A Smark
MyCommExpiresvon30,1015 c My Commission HH 077103
fior
ROP
Expires 01/04/2025
6,
MAP OF BOUNDARY SURVEY
DESCRIPTION:
LOT 488, PLAT OF SECTION NO 1 SALTAIR, ACCORDING TO THE PLAT THEREOF AS RECORDED
IN PLAT BOOK 10, PAGE 8, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
1 p.1t•M.F. COFFER
f• O 0.6'SE6
0. 4'NE
p
A61 R4 pj
500
ol
t
t
q
f !p
6
x .. MING M41.1 o Sb. Itiwt~
a p J2• h
IF .:Pf, •r •
W : .
IZ11 F.N.10 2.
BOX .
a •• • • M.F. CROSSES
i 4' •`' Ak ''
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7//
3t0: .•. .
Amss
8 -too
to S9o
0
A
itip
fitiO
ab** —
NounTEOMSET
N
SOCK
CANER
F.T.R.g/ ._ ILLE6IOF E',
SCALE: 1 " = 30'
SURVEY NOTES:
01 INTENTIONALLY LEFT BLANK.
2 UNDERGROUND UTILITIES, FOUNDATIONS OR OTHER
IMPROVEMENTS WERE NOT LOCATED BY THIS SURVEY.
03 ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY
CERTIFIED TO AND FOR THEFIRMMAPPANELNO. 120075 0001 D. EFFECTIVE 04/17/89,
EXCLUSIVE BENEFIT OF:THE PROPERTY DESCRIBED HEREON APPEARS TO LIE IN ZONE 'X'.
04 THIS SURVEY PERFORMED WITHOUT BENEFIT OF AN ABSTRACT, WESTCOR LAND TITLE
TITLE SEARCH. TITLE OPINION OR TITLE INSURANCE. ACOPIA, LLC
CRAIG AND RITA FAIRBAIRN
05 DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF FIRST COAST TITLE SERVICES
o AND ARE PLAT AND MEASURED UNLESS SHOWN OTHERWISE.
L STREET ADDRESS:
a 06 ALL EASEMENTS ARE PER PLAT UNLESS SHOWN OTHERWISE.
N 211 SEMINOLE ROAD
07 THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY WHICH ARE NOT SHOWN ATLANTIC BEACH, FL 32233
N
ON THIS SURVEY WHICH CAN BE FOUND IN PUBLIC RECORDS OF SAID COUNTY.
o 08 THIS SURVEY DOES NOT GUARANTEE OWNERSHIP.
v 09 TEMPORARY. NON-PERMANENT IMPROVEMENTS AND/OR MAN-MADE ITEMS
N SUCH AS. BUT NOT LIMITED TO THE FOLLOWING: BUILDING MATERIAL,
C> STORAGE PODS, PAVER BLOCKS, RUBBERMAID OR PLASTIC UTILITY
C BUILDINGS NOT ON FOUNDATIONS. VEHICLES ON BLOCKS MAY BE ON
m THIS PROPERTY BUT NOT LOCATED OR SHOWN.
cv
m 010 LEGAL DESCRIPTION PROVIDED BY CLIENT. 7. I w
PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED)
2*Project Address:frl S&11.9ri G AU Permit#:
Owner/Project Name: Alcit
As required by Florida Statute 553.842 and Florida Administrative Code Rule 61G20-3, please provide the information and product approval number(s)
for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact
your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide
product approval may be obtained at: www.floridabuilding.org.
Category/Subcategory Manufacturer Product Description Limitation of Use State# Local#
A. EXTERIOR DOORS
1. Swinging
2. Sliding
3. Sectional
4. Garage Roll-Up
5. Automatic
6. Other
B.WINDOWS
j1. Single hung 401ft/ C,t rftwo 044-141 S•fcietas
2. Horizontal slider
3. Casement
4. Double hung
5. Fixed
6. Awning
7. Pass-through
8. Projected
9. Mullion
10.Wind breaker
11. Dual action
12.Other
Page 1 of 4 Updated 06/21/ 21
Category/Subcategory Manufacturer Product Description Limitation of Use State# Local#
C. PANEL WALL
1.Siding I/AL#/g p1Akik_ 7 //2_ 4,0, fC //i
2.Soffits
3. EIFS
4.Storefronts
5.Curtain walls
6.Wall louvers
7.Glass block
8. Membrane
9. Greenhouse
10.Synthetic stucco
11.Other
D. ROOFING PRODUCTS
1.Asphalt shingles
2. Underlayments
3. Roofing fasteners
4. Nonstructural metal G°inP nl cotg-
roof
tT
5. Built-up roofing
6. Modified bitumen
7.Single ply roofing
8. Roofing tiles
9. Roofing insulation
10.Waterproofing
11.Wood shingles/shakes
12.Roofing slate
13.Liquid applied roofing
14.Cement-adhesive
coats
15.Roof tile adhesive
16.Spray applied
polyurethane roof
17.Other
Page 2 of 4 Updated 06/21/21
Category/Subcategory Manufacturer Product Description Limitation of Use State# Local#
E. SHUTTERS
1.Accordion
2. Bahama
3.Storm panels
4. Colonial
5. Roll-up
6. Equipment
7. Other
F.STRUCTURAL
COMPONENTS
1. Wood
connector/anchor O
2.Truss plates c,,,.Qf/...+ 12.5
3. Engineered lumber
4. Railing
5. Coolers-freezers
6. Concrete admixtures
7. Material
8. Insulation forms
9. Plastics
10.Deck-roof
11.Wall
12.Sheds
13.Other
G.SKYLIGHTS
1.Skylight
2. Other
H. NEW EXTERIOR
ENVELOPE PRODUCTS
1.
2.
Page 3 of 4 Updated 06/21/21
In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the
Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation
instructions along with this Product Approval Sheet.
I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the
ones listed in this document must be approved by the Building Official.
Contractor Name (Print Name): Ur'¢o, eat,"..) Contractor Signature:
at4-1-1
Company Name: 6)/4s
74/*/
0% G cd/G $ Q t7f
Mailing Address: 3t2-- % v i--
City: a/la ,0461/6 4:7d, State: / ` Zip Code: 322--5—b
Telephone Number: ,9,41—lo51—Cli:1‘9 E-mail Address:C4A1s*L/. SEX t/Ocoi« aq.St . .vim%
Cell Phone Number: Fax Number:
Page 4 of 4 Updated 06/21/21
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CRAIG AND RITA FAIRBAIRN, 211 SEMINOLE ROAD ATLANTIC BEACH, FL 32233
REPLACEMENT SHED
16 FT
A(I T*boris
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6 FT DOUBLE I I
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8 FT
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ABU ZMAX Galvanized Adjustable Standoff Post Base
for 4x4 Nominal Lumber
by Simpson Strong-TM
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FOUNDATION LEGEND
DESIGNATES SLAB EDGE LINE
DESIGNATES FOOTING LINE
DESIGNATES SAWCJT LINE
DESIGNATES SLAB STEP RECESS
FOOTING SCHEDULE
TYPE DEPTH WIDTH BOTTOM BARS
F2.0 1'-0" 2'-0"x2'-0" 3) #5 EW
F7.5 1'-0" 7'-6"x7'-6" 3) #5 EW
F3.O 1'-0" 3'-0"x3'—O" 3) #5 EW
F3.5 1'-0" 3'-6"x3'-6" 4) #5 EW
F4.0 1'-4" 4'-0"x4'-0" 4) #5 EW
GENERAL FOUNDATION NOTES
1. THIS FOUNDATION PLAN ONLY CONVEYS STRI,CTURAL
INFORVATION. SEE ARCH FOR DIVENSIONS
2. SEE GENERAL NOTES AND SPECIFICATIONS ON SO.0 FOR
FEAT„RES NOT INCLUDED WITHIN THIS PLAN.
3. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE
WITH LOCAL B. ILDING CODES
4. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95%
MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557.
viti,v)y 1Itat01 119, ___,-7-7 0N, S 11 &
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CRAIG AND RITA FAIRBAIRN, 211 SEMINOLE ROAD ATLANTIC BEACH, FL 32233
REPLACEMENT SHED
16 FT
6 FT DOUBLE
DOOR
8 FT
3/0-3/0 WINDOWS
TYPICAL WALL SECTION
1. SEE SHEATHING NOES FOR ROOF,WALL AND FLOOR
SHEATHING SPECIFICATIONS.
2. TOP PATES FASTENED WITH(2)ROWS 1Cd AT 1E'O.C.
STAGGERED.MINIMUM 74'1 AP WI-H(1 2)1()d IN.AP.
3. APPLY 1r'MIC-IOR 3O_TS OR TITEN ANCHORS AT
EACH SIDE OF BOTTOM PLATE SPLICES.
ALTERNATE••WHEN SCREW OPTION IS USED.
INSTALL ANCHOR BOLTS AT CORNERS,BOTTOM PLATE
SPI.ICES,AND AT 48'O.C.
TRJSS:FASTEN TO TOP PLATE WITH
BS s
H2.SA OR SDWC 15600 FOR TRUSSES UP
TO ABS ES.(7)H%.SA OR SO=I5E00
FOR TRUSSES UP TO NO LBS.
MK s\........„,...„........„..."„
0,
7"
1"'""°
HAND-FRAMING:SEE CONVENTIONAL
1 NAMING NO TES 1 OR 1 AS I L NING
SPECIFICATIONS.
2)2x NO.2 SYP IOP W A"F
V ALL THREAD CONNECTORS.SEE
Al L-THREAD NOES FOR
INSTALLATION SPECBICATIONS.
SPACING AND EMBEDMENT.
r r
I1.------------_,I f EDGE 01 ALL THREAD let ASKS
NJST BE WITHIN 3'OE THE HEADER
KING STUD,1TP BOTH S43ES Of
J ----
S. \\\
OPENING.
HEADCOVEN(:
INSTALL
RS
SPH A'
116-244'•
O.C.IOSROM TOP
PLATE TO HEADS 9.
AL7ERNA'E:SOWC75600 AT 1Z'O.C.
NO.2 SVP HEADER TSP.SFEPI AAS
FOR SIZE,PIES.AND'CAUSER OF
KINGS AND CRIPPLES.
G
t-! i
KING STUDS P.CRIPPLES:(6)ted
BFT WFFA ADJACFNT KING STUDS
AND CRIPPLES.
8 PJ
PLACE 1RANCHORCHOR BOLTS PER'NE
TYPICAL WALL SECTION,
ltr".....
L..
EI DOR TRUSS SYSTEM BY OTHERS.
i,105 "li 1
TYPICAL HEADER FRAMING DETAIL
NOES
D,IF OPENINGS ARE.00ATED BETWEEN STANDARD All THREAD SPACING.
NO ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER CRIPP.I
KINGS OR TOP RAM
n In
FJGF OE At 1 IHRFAD WASHI-R
MUST BE WITHIN 3'OF THE
HEADER KING STIR.TVP BOTH
SIDES OF OPENING.
NO.2 SYP HEADER,TYP. SEE
PUNS C-OR SIZE,PLIES.AND
NUMBER OF KINGS AND CRIPPLES.
KING STUDS A CRIPPLES:;6)16d
BE_TWI E N ADAGE NT KING STUDS
AND CRIPPLES,
P.ACL 1:2'ANCHOR BOLTS PER
L1
THF TYPICA. WAI t SECTION.
I
r i
NOTE S
1.IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD
SPACING.NO ADDITIONAL CONVECTORS ARE REOLIRED FOR
HE HEADER.CRIPPLES.KINGS OR-OP PLATE.
TYPICAL HEADER FRAMING DETAIL
Vim- )
374.=,..0.
11
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FF SHFATMINC NOUS.
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T.,Ft.SS'
H
C-^.P P ATF Cf.,`14f.^.T1ON:
SAVq- :af!'MVACSFCtiJPJ TS
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N___ (
avAl SLAC + OaUnilr-5 =SSTHAh
971.25.
Of:C+•SEAM.Ss E KAN. i
1 S-%TRUSS TO BEAM NEWATIMP—
1 :
ii=n*i1*iiHn:
29 GA STEEL JOOFINO
2 x 4 SPF. PURLINS.24'o/c
4112 PITCH muss.48'ole.
LOADING TO MEET LOCAL
CODE
2 x 6 FASCIA EV.RAISED
15'A90VE TOP
RAFTERjIf (
ALUMINUM rN..CLA I I
AND5OFFITCOVtIZ I
POST t LOCKt ETWEEN t -
8'o/c LINE POST
DE3L. TRUSS PLATE f
VARIES WI TH WIDHTH OF E3UILDiMG ' L
12" OVERHANG EAVE
METAL STRAPPING AND CONNECTOR FASTENING
SIMPSON USP FASTENERS ANCHORAGE
CONNECTOR FL# CONNECTOR FL#
A35 10446.1 MPA1 17244.23 12-0.131x11/2"
ABU44 10860.4 PAU44 17239.13 12-0.162x21/2" 5/8"Ox6" TITEN MG
ABU66 10860.4 PAU66 17239.13 12-0.162x21/2" 5/
8"0x6" TITEN MG
CS16 10852.2 RS150 17244.27 11-0.148x3" EACH END
DTT2Z 10441.1 DTB-TZ 17219.1 8-'/4"x1'/2" SDS 1/2"x6" TITEN HD
H2.5A 10456.3 RT7 17236.11 5-0.131x 21/2" EA. END
H8 10446.13 RT8 17236.11 5-0.131x 21/2" EA. END
HTS16 10456.6 HTW16 17244.8 8-0.148x11/2" EA. END
HTS20 10456.6 HTW20 17244.8 12-0.148x11/2" EA. END
HTT5 11496.2 HTT5 17324.2 26-0.162x21/2" 5/8"0 ROD EPDXIED 8" MIN
LTT2OB 11496.3 LTT2OB 17219.3 10-0.148x21/2" 1/2"x6" TITEN HD
LSTA12 10456.7 LSTW12 17244.8 6-0.148x3" EA END
MSTA24 10852.9 MSTA24 17244.18 9-0.148x3" EA END
MTS12 10456.8 MTW12 17244.8 7-10dx11/2" EA. END
THREADED ROD LEGEND
ROD Ex1E`.US ON TCa OF UP=ER MOST
STORY DOUBLE TOP PLATES TO FOUNDATION
X 3f," A30/ DIAMETER FILL HEI.HT
THREADED ROC. SEE DETAIL '3/S2.0
5 A307 DIAMETER F 1LL HFI:HT
X THREADED ROD, SEE DETAIL1U/S2 u
2—ROWS OF _
8d 0 6"
I JrI „------ ;:;. 1
1
SYP#2 DBL. SEE LAYOUT
TOP PLATE. FOR SECTION
BLOCKING AT
PANEL JOINTS
8d ® 3" SEE DETAILS
ON S1.01
I
1lriIL—
SINGLE STORY
SOLE PLATE ANCHOR
a HOLD DOWN. 1
BUTT JOINT
CENTER PUSH SLOTTED
WASHER TO
PLT IA OUTSIDE FACE OF
i :
41WALI.
r
Vh" THREADED ROD 12" tl¢"
t
EPDXIED 4" OR 7¢"0x6" SIMPSON
TITEN HD.
PT. SYP 2 MAX. Ml ..
SILL PLATE.
SECTION VIEW SOLE PLATE BREAK
SOLE PLATE ANCHOR SCHEDULE
ANCHOR
EXT. WALL SHEARWALLS WASHER SPEC EMBEDMENT EDGE
SPACING SPACING 2x4 WALL 2x6 WALL DEPTH DISTANCE
TITEN HD 47" 24"2x2x1/8" 3x3x0.229" 4" 7"
EPDXY 42" 24"2x2x1/8" 3x3x0.229" 4" 2"
NOTES:
1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS
AND ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUDS.
2. 2x2 WASHERS MAY BE SLOTTED.
D4 SOLE PLATE ANCHOR DETAIL & SCHEDULE
S2.0 SCALE: 3/4" = 1'-0"
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i:16 Revision Request/Correction to Comments ALL INFORMATION
t HIGHLIGHTED IN
A City of Atlantic Beach Building Department GRAY IS REQUIRED.
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: AC C2.3—WC 1
El Revision to Issued Permit OR Fl Corrections to Comments Date: 1 2b(i 5
Project Address: 211 SEMINOLE ROAD ATLANTIC BEACH, FL 32233
Contractor/Contact Name: BILL BRYAN, COASTLINE SERVICES OF PVB, LLC
Contact Phone: (904)651-5869 Email: coastlinesery@comcast.net
Description of Proposed Revision/Corrections:
ADDED TOTAL HEIGHT OF STRUCTURE ON PLANS
COPY OF SHED LOCATION AND SET BACKS
BILL BRYAN,COASTLINE SERVICES OF PVB.LLC affirm the revision/correction to comments is inclusive of the proposed changes.
printed name)
Will proposed revision/corrections add additional square footage to original submittal?
ONo Yes (additional s.f.to be added:
ill proposed revision/corrections add additional increase in building value to original submittal?
No *Yes(additional increase in building value:$ Contractor must sign if increase in valuation)
Signature of Contractor/Agent: b"--
Office Use Only)
Approved Denied Not Applicable to Department Permit Fee Due$
Revision/Plan Review Comments
Department Review Required:
Building
Planning&Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities
Public Safety Date
Fire Services Updated 10/17/18
1/5 ii,(02
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MAP OF BOUNDARY SURVEY
DESCRIPTION.'
LOT 488, PLAT OF SECTION NO 1 SALTAIR, ACCORDING TO THE PLAT THEREOF AS RECORDED
IN PLAT BOOK 10, PAGE B, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
p 1 f 2
M.F. COF?ER
F 1Np tip 0.6' SE 6
0.4'NE
01
ABS
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W.%0 ' 26' • •......
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A
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A ;
NOTFOUND
OR SET
0" (/I/
N 0691
BLOCK
CORNER
F.I.R.5%6' -
ILLEGIBLE
SCALE: 1 " = 30 '
SURVEY NOTES:
1 INTENTIONALLY LEFT BLANK.
2 UNDERGROUND UTILITIES, FOUNDATIONS OR OTHER
IMPROVEMENTS WERE NOT LOCATED BY THIS SURVEY.
13 ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY
CERTIFIED TO AND FOR THEFIRMMAPPANELNO. 120075 0001 D. EFFECTIVE 04/17/89,
EXCLUSIVE BENEFIT OF:THE PROPERTY DESCRIBED HEREON APPEARS TO LIE IN ZONE X .
4 THIS SURVEY PERFORMED WITHOUT BENEFIT OF AN ABSTRACT, WESTCOR LAND TITLE
TITLE SEARCH, TITLE OPINION OR TITLE INSURANCE. ACOPIA, LLC
CRAIG AND RITA FAIRBAIRN
5 DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF FIRST COAST TITLE SERVICES
0 AND ARE PLAT AND MEASURED UNLESS SHOWN OTHERWISE.
STREET ADDRESS:
c.` #6 ALL EASEMENTS ARE PER PLAT UNLESS SHOWN OTHERWISE.
N.
211 SEMINOLE ROAD
4 /7 THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY WHICH ARE NOT SHOWN ATLANTIC BEACH, FL 32233
m ON THIS SURVEY WHICH CAN BE FOUND IN PUBLIC RECORDS OF SAID COUNTY.
N
o 18 THIS SURVEY DOES NOT GUARANTEE OWNERSHIP.
0
09 TEMPORARY, NON-PERMANENT IMPROVEMENTS AND/OR MAN-MADE ITEMS
N SUCH AS, BUT NOT LIMITED TO THE FOLLOWING; BUILDING MATERIAL, DSoSTORAGEPODS. PAVER BLOCKS, RUBBERMAID OR PLASTIC UTILITY
0 BUILDINGS NOT ON FOUNDATIONS, VEHICLES ON BLOCKS MAY BE ON1-4mTHISPROPERTYBUTNOTLOCATEDORSHOWN.
N V
m #10 LEGAL DESCRIPTION PROVIDED BY CLIENT. 4411111IlrmNOTICEOFLIABILITY: THIS SURVEY IS CERTIFIED TO THOSE INDIVIDUALS SHOWN ON
i,' /THE FACE THEREOF. ANY OTHER USE. BENEFIT OR RELIANCE BY ANY OTHER PARTY IS
0 STRICTLY PROHIBITED AND RESTRICTED. SURVEYOR IS RESPONSIBLE ONLY TO THOSE CLYDE 0. AN KLEECK
CERTIFIED AND HEREBY DISCLAIMS ANY OTHER LIABILITY AND HEREBY RESTRICTS THE FLORIDA •EGISTEREO SURVEYOR AND MAP ER NO. 2546
RIGHTS OF ANY OTHER INDIVIDUAL OR FIRM TO USE THIS SURVEY, WITHOUT EXPRESS
NOT VALID WITHOUT THE SIGNATURE & THE ORIGINAL RAISEDNRITTENCONSENTOFTHESURVEYOR.
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
0
2
F.C.M. - FOUND CONCRETE MONUMENT C.M. - CONCRETE MONUMENT SEC - SECTION F/H - FIRE HYDRANT OHE -OVERHEAD ELECTRIC \`
LF.I.R.C. - FOUND IRON ROO AND CAP P.T. - POINT OF TANGENCY TWP - TOWNSHIP C - CURVE C.L.F.-CHAIN LINK FENCE
wM.F. -MOOD FENCEF.I.R. - FOUND IRON ROD P.C. - POINT OF CURVATURE RGE - RANG FND - FOUND
C.B. -CHORD BEARINGiF.I.P. - FOUND IRON PIPE U.E. - TY EASEMENT P.I.- 0 OF INTERSECTION (P) - PLAT
MATER METERLS.I.R.C. - SET IRON ROD AND CAP D.E. - DRAINAGE EASEMENT A/C - AIR CONDITION UNIT EL - ELEVATION MM
F.N60 - FOUND NAIL AND DISK C 6 G - CURB 6 GUTTER NTS - NOT TO SCALER CONC. - CONCRETE WP -WOOD POLE
N (M) - FIELD MEASUREMENT R/W - RIGHT OF MAY 4' C.L.F.- ESMT - EASEMENT LP -LIGHT POLE
m (C) - CALCULATED MEASUREMENT C/L - CENTERLINE 6' W.F.- -i—/—i—i- COR - COR(N/ER M/H -MANHOLE
FIELD SURVEY DATE
FIRST COAST LAND ` ORDER NO:
T INFORMATION
w
PLOT PLAN
z
BOUNDARY 03/21/2013 SURVEYING, INC. DRAWN BY: VAN KLEECK
J
FORMBOARD 1839-106 LANE AVENUE SOUTH, JACKSONVILLE, FL.32210 REVIEWED BY: TNP
FOUNDATION PHONE (904) 779-2062 FAX (904) 779-7784 CHECKED BY: VAN
FINAL CERTIFICATE NO. LB 7261