593 TIMBER BRIDGE LN 2015 NEW HOME DOCS BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH FILE COPY
800 Seminole Road, Atlantic Beach, FL 32233
P13 Office (904) 247-5826 Fax (904) 247-5845
Job Address: TIM Viz &=.4061.4., (6rJk, Permit Number:
Legal Description (07-l3Z N- ZS' 29 E A-6C L vat i o2 urr/63Parcel# /t' JSOS- Za? S
Floor Area of Sq.Ft. Sq.Ft
Valuation of Work$ Soo,0 0 o Proposed Work heated/cooled 310 Vic. non-heated/cooled 99/
Class of Work(circle one): ,1- , Addition Alteration Repair Move Demolition pool/spa window/door
Use of existing/proposed structure(s) (circle one): Commercial est
If an existing structure,is a fire sprinkler system installed? (Circle one): es No
Florida Product Approval # Sect ,4-rmr0-'4/) riA
For multiple products use product approval form
Describe in detail the type of work to be performed: COt s-rlwGTi 0C— st r-w-a F '%1 L-Y I4-°'- -
Property Owner Information:
Name: kr/SOA S. Q70(1..(m-¢L.'r Addre s: 1220 (�v4.kr)S CSC/17-'0 6�/Lf
City j/faCSo,JvttAL , StateR Zip32-226Phone 90c4. '703. '7 02
E-Mail or Fax# (Optional)
Contractor Information:
Company Name: 11t1 (14.4kWo90 oT,L0C Qualifying Agent: ^ L( S ll/ti1o4-
Address: 15 l (2i441L t+Po4l1-S1+ 02/.4_ City Po...► G Vrc.'X?/4- Q i1 State Ft- Zip 32-0e 2--
Office Phone Job Site/Contact Number c oy.S-71.°ZS-2.- Fax#
State Certification/Registration# C$C. 12C 201 I
Architect Name& Phone# J4v 1►4 y - q o'1. 3 2. • 9 3 f 0
Engineer's Name& Phone# M,-)1Jl.4y - 90q. 342•8 7 S l
Fee Simple Title Holder Name and Address f@tj S4 Q-a a
. S. 1-' T is
- Sk
Bonding Company Name and Address pin.
Mortgage Lender Name and Address N t
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 laws regulating construction in this jurisdiction. This permit becomes null
and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six(6)months at any time after
work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing,Signs, Wells, Pools, Furnaces, Boilers, Heaters,
Tanks and Air Conditioners,etc.
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 exa ined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this
type of work will be complied with w they specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the
provisions of any other federal,stat- local I, regulating construction or the performance of construction.
,/".-11-
Signature of Owner / Signature of Contractor
Print Name t uS (OE— Print Name v'S Ai D e-
Sworn to and subsc tbed before me Sworn to and subscribed before me
this 21 Day of PA 101 > , 201 S this 2-1 Day of ,Pitt t- 7,O/.> , 20/
OF
- -��
Notary Public , Not. KIMMILLER
.� KIM MILLER Notary Public,State of ida
A Notary Public,State of Florida I;;;;' Commission a7 EE 87 is;d 01.26.10
Commission#i EE 878649 MY comm.expires Feb.26,2017
My comm.expires Feb.26,2017
61 13 -t,r\ t D p W
R.O.W. Permit Attachment of for
R.O.W. Permit# issued , 201_ Atlantic Beach, FL 32233
Owner's Name: %'E V1 sR S- 6o2cW ru.i
Property Address: Si 3 11m(gr t- 3r2.AoL t L-J
(}, rt C f;crAc.4.(r'f, 3 22_33
Subdivision: /}r-i Pc zt4- (o. r.a a,Y Cv.“3
Lot#/Block #: /6 3 /2,
R.E. #: /0,co‘- 1.o? �•
REVOCABLE ENCROACHMENT PERMIT
THIS REVOCABLE ENCROACHMENT PERMIT, issued on this / day of
, 201 , by Atlantic Beach, Florida, a municipal corporation organized and existing
under the laws of the State of Florida, hereinafter referred to as "CITY" and
of Atlantic Beach, Florida, hereinafter referred to as"USER".
WITNESSETH:
That the CITY does hereby grant the USER permission on a revocable basis as described herein the
right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of
Atlantic Beach Right-of-Way/Easement permit numbers noted above (copies attached).
This work is generally described as: (a 'ii 'GV• ok 5044 LE— F/1,--w—k( / M�
Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted
remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to
USER shall be given by certified mail, return receipt requested, to the following address:
/S 1 g-/J Q.2- AMP--5f1" �)R.l�<i �oN-rrc Vim—&fw4 Pi- 320 fs2-
The depositing of said notice of cancellation in the United States mail shall constitute the notice of
cancellation and the burden is upon USER to keep the CITY informed of USER's proper address.
The USER shall promptly make any and all necessary repairs to any facility erected or maintained in
the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe
condition.
In the event it is necessary for the CITY or the City's approved representative or other franchised
utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's
sole expense, any and all material necessarily displaced during the action of maintaining, repairing,
operating, replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider.
The facilities allowed by the permit shall meet the current requirements of the City Code, Building
Codes, Land Development Code, and all other land use and code requirements of the CITY, including
City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be
replaced with other materials, but must be replaced with smooth concrete left natural in color so that it
matches the existing and adjoining sidewalks."
Page 1 of 2
1
The USER, prior to making any changes from the approved plans and/or method, must obtain
written approval from the City of Atlantic Beach, Public Works Department, for said change. The
USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change
within thirty (30) days after the day of completion.
This permit shall inure to the benefit of, and be binding upon, the USER and their respective
successors and assigns.
USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY
laws and/or specifications, to include utilities locate requirements and use limitations/requirements of
public rights-of-way and other public land. USER further agrees that the CITY and its officers and
employees shall be saved harmless by the USER from any of the work herein under the terms of this
permit and that all of said liabilities are hereby assumed by the USER.
DATED and SI .NED this /3 day of iis` , 201'1
By:
`''/,erty 0 er
( be signed in presence of the Notary)
STATE OF FLORIDA
COUNTY OF DUVAL
On this /3 day of / ■ , 201X personally appeared before me, a Notary
Public in and for said County and State rn+(t Clf mom;\U�, , the property owner of
'—Cim V-,t2.\t7C L.),�'���, tlantic Beach, Florida, known to me to be the person(s)
described in and who executed the foregoing instrument; who acknowledged to me that he or she
executed the same freely and voluntarily and for the uses and purposes therein mentioned.
Notary Public in for said County and State �+_ A& KIM MILLER
A t Notary Public,State of Florida
Commission X EE 878649
CITY OF ATLANTIC BEACH, FLORIDA, a My Comm.expires Feb.26,2017
municipal corporation:
Approved:
Doug Layton, Public Works Director
For Permits where city sidewalk is impacted,
City Manager approval required:
Nelson Van Liere, City Manager
Page 2 of 2
mom
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek'
RE: J150043 - ABCC Lot 163 Spec MiTek USA, Inc.
Site Information:
6904 Parke East Blvd.
Customer Info: Oakwood Building Grp Project Name: ABCC Lot 163 Spec Model FL 33610-4115 :
Lot/Block: 163 Subdivision: Atlantic Beach Country Club
Address: 0
City: Atlantic Beach State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.6
Wind Code: ASCE 7 -10 Wind Speed: 130 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 1 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15- 31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date
L 1 T7488394 A02 -X 10/5/015 F;J°1
!'M
05- 1i
The truss drawing(s) referenced above have been prepared by MiTek � P ,A <,, •
Industries, Inc. under my direct supervision based on the parameters
provided by Manning Building Supplies. '`�
Ad E 8 •.• 0
• Truss Design Engineer's Name: Albani, Thomas F• 9030 s0
My license renewal date for the state of Florida is February 28, 2017. _ * _
IMPORTANT NOTE: Truss Engineer's responsibility is solely for 0., STATE OF • 1
design of individual trusses based upon design parameters shown ; ,•,� P• .
on referenced truss drawings. Parameters have not been verified ' 0,, t `` ( ; • 0 R x .�
as appropriate for any use. Any location identification specified is '• S i .``
for file reference only and has not been used in preparing design. �
Suitability of truss designs for any particular building is the Thomas A. Albanl PE No.39380
responsibility of the building designer, not the Truss Engineer, MITek USA, Inc. FL Cert 6634
p y g g g 6904 Parke East Blvd. Tampa FL 33610
per ANSI/TPI -1, Chapter 2. Date:
October 5,2015
Albani, Thomas 1 of 1
Job Truss (Truss Type Oty 1 Ply ABCC Lot 163 Spec
77488394
J150043 A02 -X Common 3 1
Job Reference (optional)
Manning Building Supplies, Jacksonville. FL, CMHC 7630 s Jul 9 2015 MiTek industries, Inc. Mon Oct 05 12:15:16 2015 Page 1
I D:ra8YX559j6H2j12FAU W c 1 uzoaRA- jqA ?nigA mLETjrT6y WW g
1 4 -11 -2 9 -9 -4 14 -7 -6 i 16-1-418-10-1 19 -6 -8
4 -11 -2 4 -10-2 4-10-2 1 -5-14 �0 -9 -8 2 -7 -12
Repair: Need to remove section of bottom chord shown dashed. Scale = 1:50.2
- Install 2x4 SP No.2 members ( +), cut to fit tight.
- Attach 1/2" plywood or OSB gusset (15/32" Rated Sheathing 24/16 Exp 1)
to EACH face of truss with (0.131" x 2.5" min.) nails as follows:
2x4 - 2 rows: at 4" o.c. into all covered members.
Nails to be driven from both faces. Stagger spacing from front to back face
for a net 2" o.c. spacing in the truss. Use 2" member end distance. 4x4 =
- Attach 2x8x8 -0 -0 SP No.1D scab (shaded) to ONE face of truss using 1 row of
10d (0.131"x3.0") nails at 4" on center each row staggered. Provide 1/2" shim
material between face of truss and scab member where required to ensure 4
complete contact throughout. O
- Cut and remove portion of truss shown dashed. Lumber and connector
plates to be cut cleanly and accurately. Remaining plates must be
intact and fully embedded after cutting. f < 4 -0 -0 —
26 I 27
5 1.5x4 1.5x4
23 1 -0 -0
9.00 12 3 � 6 ---). tZv
: . 28
r.
3x4 .i. 2s , f� `O�,k. 7 3x4
V Z�,` 8 ( +)
4 -0-0 ,, ��.� 1 � � �e,�d 24
. 10 2
A `,\
( +) 'Mall -- Nils 2 \9 n
r∎ o
14 1 3 12 11 1 ='
3x5 II
3x5 II _
3x8 0- -0 0
16 -10-12
I 9 - 9 - 4 1 15-9-12 1S -i ias-B
9 - 9 - 6-0-8 3 2 -7 -12
0-9-8
Plate Offsets (X,Y) -- [1:0-3-4,0-0-8], [13:0-0-0,0-2-12]
LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.15 14 -17 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.39 14 -17 >596 180
BCLL 0.0 * Rep Stress Incr YES WB 0.26 Horz(TL) -0.17 1 n/a n/a
BCDL 10.0 Code FBC2010/TP12007 (Matrix -M) Weight: 1371b FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -10 -14 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing.
WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross
OTHERS 2x8 SP No.1D bracing be installed during truss erection, in accordance with
LBR SCAB 5 -9 2x8 SP No.1D one side Stabilizer Installation guide.
SLIDER Lett 2x4 SP No.2 2 -6 -0, Right 2x4 SP No.2 2 -6 -0
REACTIONS. (lb /size) 1= 707/0 -5 -8, 9= 699/0 -3 -8
Max Horz 9= 209(LC 11)
Max Uplift 1=- 255(LC 12), 9=- 258(LC 12)
FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. �_� ,kk11111 /isi,
1 2= TOP CHORD 4-27=-713/362, 52-25=-835/379,
27 3722/346, 53-25=-818/391,
23 1833/340, 6-23=-738/339, 6 = 0 325/186, �� • 4
`
7 -28 =- 342/175, 7 -8 =- 429/210, 8 -24 =- 975/419, 9 -24 =- 1004/414 `` s s � \x'.. • G E N %.; i e •
BOT CHORD 1- 14=- 217/642, 13- 14=- 242/744
WEBS 4 -14= 2551618, 6 14 =- 3921264, 3-14=-333/234, 6 -13 =- 828/293, 7-13=-322/1020 . No 3 9380 : -__�
NOTES- .
1) Attached 7 -11 -14 scab 5 to 9, front face(s) 2x8 SP No.1 D with 1 row(s) of 10d (0.131 "x3 ") nails spaced 4" o.c.
2) Unbalanced roof live loads have been considered for this design. � • i(/
3) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 4.2psf; BCDL= 3.0psf; h =25ft B =4511 L =24ft eave =oft; 0 , ...e.... l�
Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) 0 -2 -12 to 3 -2 -12, Interior(1) 3 -2 -12 to 9 -9 -4, Exterior(2) ., . 11"^--"°— NI. 9 -9 -4 to 12 -9 -4 zone; cantilever left and right exposed ; end vertical left and right exposed;C -C for members and forces & MWFRS I i 0 R t v.. \
i
for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 is ........ • IA ∎•
4) This rt truss designed 10.0
ve load bottom chord
20.0 psf on the bottom chord in all with any other
where live loads.
3 -6 -0 tall by 2 -0 -0 wide �� ,', , it lg N Al- ' � O
5) This has been 9 Heal for a P
will fit between the bottom chord and any other members. Thomas A. Albans PE No -39380
6) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify MiTek USA, Inc. FL Cert 6634
capacity of bearing surface. 6904 Parke East Blvd. Tampa FL 33610
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 255 lb uplift at joint 1 and 258 Ib uplift Date:
at joint 9. October 5,2015
8) Following joints to be plated by qualified designer: Joint(s) 7, not plated.
pa
(11 "r`..m. nn.,.! ..•f,.1.1..rnu.. •.,n1. f:..,-,4 1-,,.,,u,-," •A,.ml.,..- ,-..,d 6041•, ...,..I.j •,,,,,, ,,,,,,,f ,.. *1.,.., *.-.I..nin .,..,A .i..ni.... ,.f f1..n In,....
o WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII -7473 rev. 02/16/2015 BEFORE USE.
Design valid for use only with MBek connectors. This design is based only upon parameters shown, and Is for an individual building component.
Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the MiTek'
erector. Adc51x1al permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing. consult ANSI/TPI I Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute. 781 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610
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