Permit Garage 224 Belvedere St 2012 CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5814
Application Number . . . . . 12-00001027 Date 9/24/12
Property Address . . . . . . 224 BELVEDERE ST
Application type description DETACHED GARAGE
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 15000
----------------------------------------------------------------------------
Application desc
DETACHED GARAGE
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
SCOTT JOHNNY KEITH OWNER
392 7TH ST
ATLANTIC BEACH FL 322335434
--- Structure Information 000 000 DETACTED GARAGE
Construction Type . . . . . TYPE 5-A
Occupancy Type . . . . . . RESIDENTIAL
----------------------------------------------------------------------------
Permit . . . . . . ACCESSORY STRUCTURE NEW RES
Additional desc . .
Permit Fee . . . . 125 . 00 Plan Check Fee 62 . 50
Issue Date . . . . Valuation . . . . 15000
Expiration Date . . 3/23/13
----------------------------------------------------------------------------
Special Notes and Comments
2010 FLORIDA BUILDING CODE, 2008 NATIONAl ELECTRIC CODE
*SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST
CONTROL COMPANY PRIOR TO C.O.
WINDOW AND DOOR INSPECTION:
*INSTALLATION INSTUCTIONS REQUIRED
*ALL STICKERS ARE TO REMAIN ON THE WINDOWS
*PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS
FOOTPRINT OF PROPOSED STRUCTURE IS 624 SQ FT, WHICH IS 4-1
OVER THE MAXIMUM FOOT PRINT (600 SQ FT) ALLOWED FOR
DETACHED GARAGES . ADMINISTRATIVE VARIANCE GRANTED FOR 24
SQ FT (4%) , PER BUILDING & ZONING DIRECTOR MICHAEL GRIFFIN.
Avoid damage to underground water/sewer utilities . Verify
vertical and horizontal locatino of utilities . Hand dig if
necessary. If field coordination is needed, call 247-5834 .
If on-site storage is required, a post construction
topographic survey documenting proper construction will be
required.
Full right-of-way restoration, including sod, is required.
Roll off container company must be on City approved list
and container cannot be placed on City right-of-way.
PERMIT is ��cwe&y LoiCkCECMa&CID*E4W:)EUICITIPAai-MONT[6]RRVFAJPlfx�RCEVADV%@4-@ORIDA
BUILDING CODES.
SS CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
Page 2
Application Number . . . . . 12-00001027 Date 9/24/12
----------------------------------------------------------------------------
Special Notes and Comments
Management)
Street/right-of-way must be swept clean daily.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . STATE DCA SURCHARGE 2 . 00
DEV REVIEW-SINGLE & 2-FAM 50 . 00
ENG REV PRE APP > 3 HRS 25 . 00
STATE DBPR SURCHARGE 2 . 00
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Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 125 . 00 125 . 00 . 00 . 00
Plan Check Total 62 . 50 62 . 50 . 00 . 00
Other Fee Total 79 . 00 79 . 00 . 00 . 00
Grand Total 266 . 50 266 . 50 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Road, Atlantic Beach, FL 32233
Office (904)247-5826 Fax(904)247-5845 Fr
Job Address:
Permit Number: 10,�7
Legal Description QAeiAG,,6-7 Parcel#
y - -_ea of Sq.Ft. Sq.Ft
Valuation of Work /���Yj�Plro6proAsred Work heated/cooled non-heated/cooled
Class of Work(circle one): qLeiv) Addition Alteration Repair Move Demolition pool/spa window/door
Use of existing/proposed structure(�)(�ircle one): Commercial
If an existing structure,is a fire sprinkler system installed?(Circle one)
Florida Product Approval# S 0 1�_�J/A
For multiple products use product appro
Describe in detail the type of work to be performed: U x,
Property Owner Information:
N a in e: .�at�j Address: QLIJ �SdVchr,*_ 01
�J&q z7
city State r_- Zip —phone -7 w 1
E-Mail or Fax (Optional) --S,*��-rl 14.4,
Contractor Information:
Company Name: Qualifying Agent:
Address: city -State Zip
Office Phone Job Site/Contact Number Fax
State Certification/Registration#
Architect Name& Phone 4
Engineer's Name&Phone 4
Fee Simple Title Holder Name and Address
Bonding Company Name and Address
Mortgage Lender Name and Address
a h re d a i I d 1h ork nd a a n a nd d y that no work or installation has commenced prior to the
f
onstructlo in thisjurisdiction. This permit b�comes null
badol� or aWeriod ofsixpo)months at any time qfter
M Ing, S, i
'c is mo e 0 m t e w a ins io c rti b Sign idls, P6ols, Jurnaces, Baileis, Heaters,
p .. er 0 0 t" ' s s ca
p ' '10 e to 0" p bep d o he d a ateing c
ance a nd ha a w k i e
n w U "e n 0, 1 ws de or,
r ,i or, s' ar 0� . s'
h c "t c or 0 k s
's u 0 i a or r
and 0-d.1 k e ed hi 6) on 0 ru tl�' r
t p ri s u t 's , f W P
f 'o omm c It n (a or C r r U
I '
work is c'-'e"'d I understand t at sepr e e b ec red Ele I 1ca k
T, s t.
A and�r Con�I'n"s,eta
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING9 CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
I hereby certify that I have read and examined th' application and know the same to be true and correct. .411 provisions of laws and ordinances governinz this
ope ofworkivill be coTplied with whether 111csified herein or not. The granting of a permit does not presume to give authority to violate or canc�l the
provisions ofany otherfederal,state, or locals9aw regulating construction or the peFformance ofconstruction.
Signature of Owner LA* Signature of Contractor
Print Name Print Narne
............... ................................................................. ...................................................................................................................................
Sworn to and subscribed belore rne Sworn to and subscribed before nne
this -
Day of -'('1 (4 20 1 Z_ this —Day of ?n
Not ry Pu ic tate of FlOdda
Katherine Perry Notary Fdub_ffc_�����
Comrnission EE046194
M,
OF V, E,qves 02106/2015 Revised 0 1.26.10
DO NOT WRITE BELOW- OFFICE USE ONLY
Applicable Codes: 2010 FLORIDA BUILDING CODE
Review Result (circle one):
Approved Disapproved Approved w/ Conditions
Review Initials/Date: /;i ?-/,y- /z_
Development Size
Habitable Space Non-Habitable 6d 4 s-.
Impervious area
Miscellaneous Information
Occupancy Group
Type of Construction 5;�-
Number of Stories 2--
Zoning District f 5-- -a
Max. Occupancy Load
Fire Sprinklers Required
Flood Zone A
Conditions/Comments:,,
e njA/n P-P
J'J
800 Seminole Road
Atlantic Beach,Florida 32233
M
Telephone(904)247-5800
FAX(904)247-5805
Construction Site Management Plan Compliance
A construction site management plan conforming to Atlantic Beach City Code Sec 6-18
has been approved as a part of this building permit. The Construction site management
plan was approved based upon the following information.
1. Parking plan-parking plan showing how site will be accessed and all onsite
and abutting street parking areas.
2. Location of construction trailers, loading/unloading area and material storage
area.
3. Location of chemical toilet area-chemical toilets must be kept out of City
right-of-way and not further than 15 feet from structure under construction.
4. Location of dumpster-dumpster must be from approved waste company (in
accordance with Chapter 16 City Code). As of 2009, approved dumpster
companies for AtI.Beach are Advanced Disposal,Realco Recycling,and
Shappells. Dumpsters are to have tarp covers or rigid covers on windy days.
Dumpsters must be removed prior to issuance of Certificate of Occupancy or
Completion.
5. Traffic control plan, showing access with dimensions, area to be stabilized,
narrative on phasing of construction with adequate parking and delivery of
materials.
6. Site cleanliness. Contractor must have the entire construction site cleaned by
Friday of each week. This means removal of scrap lumber, concrete remnants
and other such construction debris including cans, metal,plastic and paper.
7. Erosion and Sediment Control. Contractor must maintain all elements of the
approved Erosion& Sediment Control Plan (silt fence, catch basin filters, etc.)
until sod or other stabilization has been placed and approved by Public Works.
8. Other activities,where special conditions are identified by the Building
Official.
Failure to comply with the Construction Site Management
Ordinance may result in a Stop Work Order being issued in
accordance with City Code See. 6-17 (3)
Revised 6/2009
CITY OF ATLANTIC BEACH
OWNER BUILDER AFFIDAVIT
FILE CO
1. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 1 1,m!
CONTRACTING"REQUIRES OWNER I BUILDER TO ACKNOWLEDGE THE LAW.
DISCLOSURE STATEMENT FOR SECTION 489.10_33(7),FLORIDA STATUTES:
STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED
CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT
LAW. THE EXEMPTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY.TO ACT AS
YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST
SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE—OR
TWO FANRLY RESIDENCE OR A FARAI OUTBUILDING. YOU MAY ALSO BUILD OR
IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THE BjMj2ING
MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE.
THIN
IF YOU SELL LEASE A BUILDING YOU HAVE BUILT YOURSELF AV' ONE YEAR"
AFTER TEE CONSTRUCTION IS COMPLETE, TBE LAW WILL PRESUME THAT YOU BUILT
IT FOR SALE OR LEASE, W11ICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NQT
HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST
I BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS- IT IS
YOUR RESPONSIBIIJT`Y TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE
LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICI AL LICENSING
ORDfNANCES,
IL INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE�
THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSA71ION INSURANCE BE
PURCHASED.
III. IRS WITHHOLDING;-OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO
OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY
EMPLOY ON THEIR IMPROVEMENT TRADES.
W. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY
CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY-UNDER FLORIDA STATUTE NO.
455-228(l). AN-OCCUPATIONAL LICENSE"IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY `1�
SEE THE COUNTY "CERTIFICATE OF COMPETENCY' OR THE FLORIDA "CONTRACTORS
CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE
lz� \j
BUILDING DEPARTMENT(247-5826) IF IN DOUBT. 1�
V.ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE ry)
STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN
OWNER-BUILDER PERMIT.
Lf 141—4��)
PHONE NUMBER
ADORESS
PRINT NAME
SIGNATUFf DATE '
Before me this day of U 1(.d 20 1 2�iin the county of
Duval,State of Florida,has personally apptared herin by himself I herself and affirms that
all statements and declarations are true and accurate.
Notary Public at Large,State of County of nu V c-,—J
0 Personally Know, da
3(4_ OC�(, Ire te 0'Flo"
pub: 94
in_ F
ced Identincat o Notary Public State of Fiodda
:,:ne Pe
1' Katherine Perry E
I E 0461D
C.mmi.
_,ion EE046194
MY Commiss n
15
12(
"as
02J061205
Notary SignafuTa��K��� OF ,,e Expires
F:1BLDG/0er-Buil der Af,adavi�REVISED: 4/16/2009
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224 BELVEDERE ST Atlantic Beach FL 32233
Building Type 0101 - SFR I STORY
SOH
Year Built 1949
Building Value $39,619.00
Type Gross Area Heated Area Effective Area
Unfinished Storage 120 0 48
Base Area 1215 1215 1215
Finished Open Porch 9 0 3
Finished Open Porch 24 0 7
Total 1368 1215 1273
Front 75.00
Depth 100.00
Comp. By: RLC
ate: 9/19/2012
Public Works Department
City of Atlantic Beach
Permit No: 12-1027
Address: 224 Belvedere
Reguired Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations
requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be
stored on site. Volume of Runoff is defined as follows:
V= CARM 2
Where: V=Volume of Runoff
C = Coefficient of Runoff
A=Area of lot in square feet
R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach)
Predevelopment Runoff Volume:
Lot Area(A) = 7,500 ft'
Runoff Coefficient
Area Lot Area
Description (ft) (ft) TIC09 Wtd "C's
Impervious 2,088 7,500 1.00 0.28 From Property Appraiser
Pervious 5,412 7,500 0.20 0.14
Runoff Coefficient(C) 0.42
Runoff Volume
V= 0.42 x 7,500 x 9.3 12
V= 2,457 ft3
Postdevelopment Runoff Volume:
Lot Area(A) = 7,500 ft2
Runoff Coefficient
Area Lot Area
Description (ft) (ft) 19COO Md "Cle
Impervious 3,302 7,500 1.00 0.44 Estimated
Pervious 4,198 7,500 0.20 0.11
Runoff Coefficient(C) 0.55
Runoff Volume
V= 0.55 x 7,500 x 9.3 12
V= 3,210 ft3
Reguired Storage Volume
DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume
DV= 3,210 2,457
DV= 753 ft3
Retention-224 224 Belvedere-onsite Retention w-gmd.xlsx 9/19/2012
Comp. By: RLC
Date: 9/19/2012
Public Works Department
Ci�ty of Atlantic Beach
Permit No: 12-1027
Address: 224 Belvedere
Provided Storage:
Elevation Area Storage
(ft) (ft) (ft)
0.0 700 0 BOTTOM
0.5 700 350 TOB
Elevation Area Storage
(ft) (ft) (ft)
0.0 0 0 BOTTOM
0.5 0 0 TOB
Elevation Area Storage
(ft) (ft) (ft)
0.0 0 0 BOTTOM
0.5 0 0 TOB
Inground storage=Md*pf
A=Area= 700.0
d=depth to ESHWT= 3.0
pf= pore factor= 0.3
Inground Storage= 630.0 ft3
Required Treatment Volume= 753 W
Supplied Treatment Volume= 980 ft3
Retention-224 224 Belvedere-onsite Retention w-gmd.xlsx 9/19/2012
BuILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Road,Atlantic Beach, FL 32233
Office(904)247-5826 Fax(904) 247-5845
JobAddress: __)3_LA �),Aot'JI�o<_ Permit Number:
.SA
Legal Description QAwj t:� Parcel#
y , /-., -,.c�'loor Area of Sq.Ft. Nq.Pt
Valuation of Work S Proposed Work heated/cooled non-heated/cooled
Class of Work(circle one): CNew) Addition Alteration Repair Move Demolition pool/spa window/door
_!ZN (,N /A)
Use of existing/proposed.structureQ)(circle one): Commercial C5
If an existing structure,is a fire sprinkler system installed9 (Circle one). 0
Florida Product Approval#
For multiple products use product approval form
Describe in detail the type of work to be performed: IL
Property Owner Information:
�Lot i
Name: Address: 2.2-01
city hALrvAL —State_�--_Zip Phone
E-Mail or Fax#(Optional
Contractor Information:
Company Name: Qualifying Agent:
Address: city State Zip
Office Phone Job Site/Contact Number Fax#
State Certification/Registration 4
Architect Name&Phone#
Engineer's Name&Phone
Fee Simple Title Holder Name and Address
Bonding Company Name and Address
Mortgage Lender Name and Address
he e de I 'n a erm''I I)o d he wor,and insall"ifonsoas indic or installation has commenced prior to the
11 r 0 r� 11 law thisjurisdiction. This permit b�comes null
f
ma 'a 0'a'r p h e 0 d to mZt the stan a
is y d 1h 11-0 k wi ep rme
A pli ca'10 s r '
'.a ce e--it a- at a
c, s
P k d 'th i,(6 m 'ths i", c _Strcto r k Iss i f sixpo)months at aity time qfter
and 0-d 0 nc not ,mm ec, i 0 0 n or aWer od q
r t t S,
�4 Prt,p rmi 3" t e secure 0,
'or'is'c e ed d an a e 'lectric Is, I
k 'm I st d b d e Pools, urnaces, Boilers, Heaters,
T" s" Co, .io
t , rs, ta
k dA e e
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
I hereby certify that I have read and examined this application and know the same to be true and correct. Allprovisionso Overni.nZ thi's
,flaws and ordinances g
01pe P�work will he complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate Or C017C�l the
provisions ofany otherfederal,state, or local law regulating construction or the peFformance ofconstruction.
0
Signature of Owner -bTA%%U t- Signature of Contractor
I i "
Print Narne Print Name
...................... ....................................................... ........................................................................... .............
Sworn to and subscribed before me Sworn to and subscribed before me
this Day of . 201 L this Day of 20
.—Ii,state of Florida
Notary Pu'bfic T"
Katherine Perry Notary Public
y Commission EE046194
M
02/0612015
11dep E Revised 0 1.26.10
Original Application for Ad Valorem Tax Exemption DR 501
!,IRV. R. 12/08
DUVAL ]County,Florida 121011 1 Tax Year fillable
0 New 0 Change 0 Additional Property Identification Number 170499000OR
Applicant I Co-applicant Mame and Address: Permanentflorlds residency required as of January I
SCOTT JOHNNY KEITH Homestead exemption up to$50,000*
224 BELVEDERE ST
ATLANTIC BEACH,FL 32233 $500 Wdows exemption
E3$500 Wdower's exemption
Logs[Description: 1@$500 Disability exemption
17-2S-29E SALTAJR SEC 1 S1/2 LOT 450,LOT 451 [3$500 Blind persons exemption
F]$5000 Disabled Veteran
Applicant Social Security: r]Total and permanent disability exemption-Quadriplegice"
Co4wica"t Social Security: [3 Service connected total and permanent disability exemption—
NOTE: Disclosure of your social security number is mandatory. It is required by [3 Exemption for disabled veterans confined to wheelchairs—
section 196.011(1).Florida Stabiles. The social security number will be used to Ij Total and permanent disability exemption—
verify taxpayer identity information and homestead exemption information To apply for an additional homestead exemption enacted by local ordinance for
submitted to property appraisers- persons age 65 and okler you must file form DR-501 SC. You must either receive,or
0 Single 0 Married 0 Divorced apply for.the regular homestead to get this additional homestead exemption.N you
Merits!Status: have already received regular homestead exemption,you do not need to file another
0 Widow 0 Widower Form DR-501.
Did you file tax exemptions last year? Yes 0 No Documentation requited
392 7th Street ownership Information
Whom? Atlantic Beach,1132233 Percent of ownership: Type of deed: WD
N no,youir last Recorded:Book: F-6-89-8-T-1 Page: 01010
yeses address: DateRecmdecld �06/15/19:9:8� Date of Deed: 06/115/1998:::11
Proof of, reakliance-11br all owners owner SPOU40 Ot1w owner
Address of each owner not
resWIng on property
Date you lost become a
permanent resident of Florida 01/01/1991
Date of occupancy W011/2012
Flodda driver license number S300-431-54-096-0 DeW Dole: Date:
Florida vehicle tag number
Florida voter registration number
(of U.S.citizen) DaW. Date: Date:
Immigration number Date: Dais: Date:
(alien card—if not a U.S.citizen)
Declaration of domicile Res Date Res Date Res Date
Date of birth MO3 M16
Current employer Day Yew Month Day Year_ Month Day Yew
Address fisted on your last IRS return
I authorize this agency to obtain information to determine my eligibility for the exemptions applied for. I qualify for these exemptions under Florida Statutes.
I am a permanent resident of the State of Florida and I own and occupy the property above.I understand that under section 196.131(2),Florida Statutes,any
person who knowingly gives false information to claim homestead exemption is guilty of a misdemeanor of the first degree,punishable by imprisonment up
to I year,a fine up to$5,000 or both.Under penalties of perjury,I declare that I have read the foregoing application and the facts in it are true.
NOTE: If all Information Is not received by March Ist,your application will be processed for whatever exemptions you qualify for on that date.
JOHNNY K SCOTT
Signature of applicant Signature of co-applicant Signature of Deputy
08/03/2012 (904)469-2209
Date Phone Number Entered by
ITW Building Components Group, Inc
R..e 0.OP.' 71,S4
1950 Marley Drive Haines City,FL 33844
Florida Engineering Certificate of Authorization Number:0 278
Florida Certificate of Product Approval#FL 1999
Page I of I Document ID:lUNG235-ZO102105528
No.2280.1-9
Truss Fabricator: Lumber unlimited
HNNj SC T 2
Job Identification: 27879B-(JOHNNY SCOTT )224 BELVEDERE ST. DUVAL ATLANTIC EACk
Truss Count: 2
Model Code: Florida Building Code
Tniq.%(.riterin- ctr,)njnn—vrnT 1)An1fr-1
<
M Ln
Lou Pontigo & Associates, Inc
Consulting Structural Engineers
MAKE CORRECTIONS NOTED
NO EXCEPTION TAKEN 0
CEJECTED -SEE REMARKS 0 REVISE &RESUBMIT Q
4,`
Review is for the limited PUIPOse of ChOCKIng for conformance
with the design concept Cnd the iritUrnation expressed in the
ts. i,40 approval is iniplied for thz Occu;Ocy Of
contract documen .ghtS Of
completeness of details, quOnfities, dirne"S'OnSl We' 0
s or methods,
gauges, tablication processes,construction mean
r construction sufatY
eoofd!nc9M of the wofk with other trades or
CD
precautions,OR of which are the sole responsibility of the A"
Contractor.The Conttacto!is responsible for dimensions to be .......
confirmed and correlated at the site.ReviP-w Of 0 Specific item 0 t
le nfife assembly of which the 0�
OL ago—,-.
shall not Include a rev' w Of the e :3
Item is a component.RevieW of fe-submission wifl covet only V) 2 o
V)
desiqqncted changas on P ie submittal and other changes cleaflV
CD
CD Lo
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identified by the Contiactot.
C�
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ITW Building Compoherk� Group, Inc
It P.
1950 Marley Drive Haines City,iL 33944 �0-00 0 0
V a-4
Florida Engineering Certificate of Authorization Number: D 278 00
Florida Certificate of Product Approval#FL 1999
Page I of I Document ID:IUNG235-ZO10210552B
No-2= I
Truss Fabricator: Lumber unlimited
Job Identification: 27879B-(JOHNNY SCOTT )224 BELVEDERE ST. DUVAL TLANTIC EACk
Truss Count: 2
model code: Florida Building Code
Truss Criteria: FBC201ORes/TPI-2007(STO)
Engineering sofh—: Alpine Software,Version 10.03.
Strucu ral Engineer of Record: LUIS PONTIGO 53311
Address: 496 OSCEOLA AVE JACKSONVILLE, FL 32250 07/02
h Unimurn Design Loads: Roof 37.0 PSF @ 1.25 Durati.on
Floor N/A
Wind 130 MPH ASCE 7-10 -Closed
1. Determination as to the suitability of these truss components for th Walter P.Finn
structure is the responsibility of the building designer/engineer of -Truss Design Engineer-
record, as defined In ANSI/TPI 1
2. The drawing date shown on this index sheet mustAMch the date shown�i 1950 Marley Drive
on the individual truss component drawing. Haines City,FL 33"4
3. The loads indicated on all referenced gir t with the truss layout prov-1ded
by Lumber Unlimited for the above refe Loads
applied by non-truss elements and ba reviewed and approved by the
EOR/building designer.
4. As shown on attached drawings; USR235
Details: 14030ECl-GBLLETIN-
Ln
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Boise Cascade Single 16" l3Cl@ 6000s-1.8 SP JoistU-01
BC CALCO 3.0 Design Report-US 2 spans I No cantilevers 10/12 slope Monday,July 02, 2012
Build 517 16 OCS Repetitive Glued&nailed construction
File Name: BC
Job Name: 27879 Description: IJ-01
Address: 224 BELVERDERE Specifier:
City, State, Zip: , Designer: RICHARD TINGLEY
Customer: J SCOTT Company: LUMBER UNLIMITED
Code reports: ESR-1336 Misc:
2
17-00-00 07-00-00
BO,3-1/2" B1,3-1/2" B2,3-1/2"
LL 949 Ibs LL 2,307 lbs LL 449 lbs
DL 311 lbs DL 767 lbs DL 0 lbs
UP 508 Ibs
Total Horizontal Product Length 24-00-00
Live Dead Snow Wind Roof Live OCS
Load Summary
tion Load Type Ref. Start End 10000
Tag Descric 90% 115% 133% 125%
1 Standard Load Unf.Area (ps� L 00-00-00 24-00-00 40 10 16
2 Unf. Lin. (plf]l L 00-00-00 24-00-00 80 31 n/a
Controls Summary Value %Allowable Duration Case Span Disclosure
Pos. Moment 4,190 ft-lbs 76.2% 100% 14 1 - Internal Completeness and accuracy of input must
Neg. Moment -4,743 ft-lbs 86.3% 100% 1 2- Left be verified by anyone who would rely on
End Reaction 1,261 lbs 63.8% 100% 14 1 - Left output as evidence of suitability for
Int. Reaction 3,075 lbs 91.8% 100% 1 2- Left particular application.Output here based
on building code-accepted design
End Shear 1,209 lbs 55.6% 100% 14 1 - Left properties and analysis methods.
Cont. Shear 1,747 lbs 80.3% 100% 1 1 - Right Installation of BOISE engineered wood
Uplift 508 lbs n/a 14 2- Right products must be in accordance with
Total Load Defl. U739 (0.272") 32.5% 14 1 current Installation Guide and applicable
Live Load Defl, U974(0.207") 37.0% 14 1 building codes.To obtain Installation Guide
Total Neg. Defl. U-2,577 (-0.032") 9.3% 14 2 or ask questions,please call
Max Defl. 0.272" 27.2% 14 1 (800)232-0788 before installation.
Span/Depth 12.6 n/a 1 BC CALCO,BC FRAMERS,AJSrm,
%Allow %Allow ALLJOISTO,BC RIM BOARDTm,BCIS,
BearingSupportS Dim.(LxW) Value Support Member MateriRl BOISE GLULAM-,SIMPLE FRAMING
BO Post 3-1/2"x 2-5/16" 1,261 lbs n/a n/a Unspecified SYSTEMS,VERSA-LAM@,VERSA-RIM
PLUSS,VERSA-RIM@,
BI Post 3-1/2"x 2-5/16" 3,075 lbs n/a n/a Unspecified VERSA-STRANDS,VERSA-STUDS are
B2 Post 3-1/2"x 2-5/16" 435 lbs n/a n/a Unspecified trademarks of Boise Cascade Wood
Cautions Products L.L.C.
Uplift of 508 lbs found at span 2-Right.
Web stiffeners required at bearing BO.
Web stiffeners required at bearing B1.
Web stiffeners required at bearing B2.
Notes
Design meets Code minimum (L1240)Total load deflection criteria.
Design meets Code minimum (L/360) Live load deflection criteria.
Design meets arbitrary(1") Maximum load deflection criteria.
Composite El value based on 23/32"thick sheathing glued and nailed to joist.
FILE COPY
----- -------
Page 1 of 1
Boise Cascade Single 16" 13C10 6000s-1.8 SP Joist\IJ-02
BC CALCO 3.0 Design Report- US 1 span I No cantilevers 10/12 slope Monday,July 02, 2012
Build 517 16 OCS Repetitive Glued &nailed construction
File Name: BC
Job Name: 27879 Description: IJ-02
Address: 224 BELVERDERE Specifier:
City, State, Zip: , Designer: RICHARD TINGLEY
Customer: J SCOTT Company: LUMBER UNLIMITED
Code reports: ESR-1336 Misc:
24-00-00
B 1,5-1/2"
BO,5-1/2" LL 640 lbs
LL 640 Ibs DL 160 Ibs
DL 160 lbs
Total Horizontal Product Length 24-00-00
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start -End 100% 90% 115% 133% 125%
1 Standard Load Unf.Area (ps� L 00-00-00 24-00-00 40 10 16
Controls Summary Value %Allowable Duration Case Span Disclosure
Pos. Moment 4,489 ft-lbs 81.7% 100% 1 1 - Internal Completeness and accuracy of input must
End Reaction 800 lbs 51.6% 100% 1 1 - Right be verified by anyone who would rely on
End Shear 769lbs 35.4% 100% 1 1 - Left output as evidence of suitability for
Total Load Defl. U467 (0.597") 51.4% 1 1 particular application.Output here based
on building code-accepted design
Live Load Defl. U584 (0.477") 61.7% 1 1 properties and analysis methods.
Max Defl. 0.597" 59.7% 1 1 Installation of BOISE engineered wood
Span/Depth 17.4 n/a 1 products must be in accordance with
%Allow %Allow current Installation Guide and applicable
BearingSupports Dim.(LxW) Value Support Member Material building codes.To obtain Installation Guide
or ask questions,please call
BO Post 5-1/2"x 2-5/16" 800lbs n/a n/a Unspecified (800)232-0788 before installation.
B1 Post 5-1/2"x 2-5/16" 800lbs n1a n/a Unspecified BC CALCED,BC FRAMERO,AJSTm,
Notes ALLJOISTE),BC RIM BOARDu,BCIS,
Design meets Code minimum (L1240)Total load deflection criteria. BOISE GLULAMTm,SIMPLE FRAMING
Design meets Code minimum (L/360) Live load deflection criteria. SYSTEMO,VERSA-LAMS,VERSA-RIM
Design meets arbitrary(1") Maximum load deflection criteria. PLUSE),VERSA-RIME),
Composite El value based on 23/32"thick sheathing glued and nailed to joist. VERSA-STRANDS,VERSA-STUDS are
trademarks of Boise Cascade Wood
Products L.L.C.
Page 1 of 1
Cl@ 600OS-1.8 SP Joist\IJ-03
Boise Cascade Single 16" B
BC CALC@ 3.0 Design Report- US 1 span I No cantilevers 10/12 slope Monday,July 02, 2012
Build 517 16 OCS I Repetitive I Glued &nailed construction
File Name: BC
Job Name: 27879 Description: IJ-03
Address: 224 BELVERDERE Specifier:
City, State, Zip: , Designer: RICHARD TINGLEY
Customer: J SCOTT Company: LUMBER UNLIMITED
Code reports: ESR-1 336 Misc:
04-00-00
BO, 1-3/4" B1, 1-3/4"
LL 107 lbs LL 107 lbs
DL 27 lbs DL 27 Ibs
Total of Horizontal Design Spans 04-00-00
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125%
1 Standard Load Unf.Area (ps� L 00-00-00 04-00-00 40 10 16
Controls Summary Value %Allowable Duration Case Span Disclosure
Pos. Moment 133 ft-lbs 2.4% 100% 1 1 - Internal Completeness and accuracy of input must
End Reaction 133 lbs 10.9% 100% 1 1 - Right be verified by anyone who would rely on
End Shear 128 lbs 5.9% 100% 1 1 - Left output as evidence of suitability for
Total Load Defl. U25,179 (0.002") 1.0% particular application.Output here based
on building code-accepted design
Live Load Defl. L/31,474(0,002") 1.1% properties and analysis methods.
Max Defl. 0.002" 0.2% Installation of BOISE engineered wood
Span/Depth 3.0 n/a products must be in accordance with
current Installation Guide and applicable
Notes building codes.To obtain Installation Guide
Design meets Code minimum (U240)Total load deflection criteria. or ask questions,please call
Design meets Code minimum (U360) Live load deflection criteria. (800)232-0788 before installation.
Design meets arbitrary(1") Maximum load deflection criteria. BC CALCID,BC FRAMERO,AJSTm,
Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + ALLJOISTQD,BC RIM BOARD-,BCIQD,
1/2 intermediate bearing BOISE GLULAMTm,SIMPLE FRAMING
Composite El value based on 23/32"thick sheathing glued and nailed to joist. SYSTEMO,VERSA-LAM(g),VERSA-RIM
PLUSO,VERSA-RIM(g),
VERSA-STRAND@,VERSA-STUDO)are
trademarks of Boise Cascade Wood
Products L.L.C.
Page 1 of 1
City of Atlantic Beach APPLICATION NUMBER
Building Department (ro be assowd by the Btdkbv Depaftierd.)
nole Road 2-7
Atlantic Beach,Flonda 32233Z445
Phone(904)247-5826 - Fax(904)247-5845
E-mail: bulkfing-dept@coab.us Date routed:
City VAb-cits.. w1howmemb.ut
APPLICATION REVIEW AND TRACKING FORM
Property Address: Ivio"r-'e g J-r Department review required Y. ,No
��ng
Applicant Pfln—ning&Zoning
Tree AdminishWor
Public Works
Project: 71M-1>7 7�'d-n
Public Utilities
Public Safety
Fire Services
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept.of Environmental Protection
FlorWa Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Divislori of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other
APPLICATION STATUS
RevieWng Deparitment First Review: EKP—Proved. E3Denied.
(Circle one.) Comrnents:
iiJ�ILDI�N
PLANNING&ZONING Reviewed by: Date:. z—
TREE ADMIN. Second Review: OApproved as revised. MDel"d.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: E]Approved as revised. F]Denied.
Comments:
Reviewed by: Date:
Rwised 07127110
City of Adantic Beach APPLICATION NUMBER
Building Departntent (To be assigned by the Bulding DeW"W)
SW Senidnole Road 12, 14�2-7
Adenbc Beach, Flonda 32233-5445
Phone(904)247-SM - Fax(904)247-5845
E-mail: bufldkq4ept@coab.us Date routed: —
C*W*&Ob-
APPLICATION REVIEW AND TRACKING FORM
Property Address: parbnent rovkm required Yes No
�i�ng
Applicant -PWn-ffi—ng&Zoning
Tree AdministraW
Q,q lZg
L 7f -h'd-r)
Project >7 Public Works
Public Utilfties;
Public Safety
Fire Services
Other Agency Review or Permit Required Review or Receipt Daft
of Permit Verified By
Florida Dept of Environrnental Protecbon
Florida DepL of Transportabon
St.Johns Rim Water Management District
Arnry Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
APPLICATION STATUS
Reviewing Department First Review: rpproved. [:]Denied.
(Circle one.) Comments: VC
, VaMyW__-,,
B OVr �y f�x*pv�vjk- (�WP) rAk&�� ,,
7_av%-L 'Dt
�2. P
LANNING=8,ZONING Reviewed by: ot an —Date: OW08/1z
TREE ADMIN. Second Review: []Approved as revised. E]Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ElApproved as revised. []Denied.
Comments:
Reviewed by: Date:
Rr*W 07WJM0
-FIVED
City of Atlantic f3each APPLICATION NUMBER
Building Department AU-G 0 8 2012 (To be assigned by the Building;Dewwwt)
800 Sofnkx)fe Road /,Z /0 2-
Aflanlic Beach, Flonda 32233-5445 -- =771
Phone(904)247-SM - Fax(904)247-5845
E-mail: buiklng-dept@coab.us Daft routed: zzz
cify WO&O16! hft!1AVA#w.e"b-U§
APPLICATION REVIEW AND TRACKING FORM
Property Address: :�zlvtcltxg J-r Department review required Yes No
uIlding
Applicant �nn�inq�Zoning
Tree Administrator
Project: Qtq IZ�Lg Public Works
Public Utilities
Public Safety
Fire Services
11=11 /U--
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida DepL of Environrnental Protection
Florida DepL of Transportation
St.Johns Rhw Water Management Dstrict
Arrrvy CaW of Engineers
Division of Hotels and Restaurants
DwWon of Alcoholic Beverages and Tobacco
Omer
APPLICATION STATUS
Rev"ng DeprtmeM Fimt Review: ElApproved. [$Denied. C-i P,
(Circle one.) Comments: 4-o 5c--a PeIAo,,) Q
�1,
BUILDING
PLANNING&ZONING Reviewed by: Date:
TREE ADMIN. Second Review: *proved as revised. E]Denied.
PUBLIC WORKS Comments: f 1-)V�
PUBLIC UTILITIES Reviewed by: Date: ?)/
PUBLIC SAFETY
FIRE SERVICES Third Review: OApproved as revised. ODenied.
Comments:
Reviewed by: Date:
Rovicad 07=10
City of Atlantic Beach I vp-
,f)l APPLICATION NUMBER
Building Department be
8W Serninole Road AUG' O 8 2012 (ro W assigned by the Building Departm*)
Allantic Beach, Florida 32233-5445�
5 - Fax(904)i47-584
Phone(9D4)247,M6 ate rol
E-mail: bufk*V4ept@coab.us EDate routed:
City wa&aife! hft1A~emb.ut
APPLICATION REVIEW AND TRACKING FORM
Department revkm required Yes No
Property Address: J-r--
Applicant 0 �nninq&Zoning
Tree,Admin Wstraftir
Public Works
Project: IZ�Lg
Public Lifilitift
Public Safety
Fire Services
Other Agency Review or Permit Required Review or Receipt Daft
of Permit Verified
Flonda DepL of Environrnental Protection
Florida Dept.of Tiransportatim
SL Johns River Water Management District
Amvy Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Cither
APPLICATION STATUS
RevWMng Deprtment Finit Review: EKVmved- []Denied.
(Circle one.) Comments:
BUILDING
PLANNING&ZONING Reviewed by: Date:.
TRE MIN*
4 WMIN
* ; Secondfleview: []JAppmved as revised. F]Denied.
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