1535 Richardson Lane (vault) CITY OF ATLANTIC BEACH
S1
800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247-5826
r
Application Number . . . . . 04-00028592 Date 7/02/04
Property Address . . . . . . 1525 RICHARDSON LN
Tenant nbr, name . . . . . . TEMP POLE
Application description . . . ELECTRIC ONLY
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
Owner Contractor
------------------------ ------------------------
BEACHES HABITAT BEACHES ELECTRIC SERVICES INC.
9430 LITTLE JOHN ROAD 214 COKESBURY CT.
JACKSONVILLE FL 32208 GREEN COVE SPRINGS FL 32043
(904) 629-3182
------------------------------------------- ---------------------------------
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Permit Fee . . . . 70 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 70 . 00 70 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 70 . 00 70 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING
CQDES.
BUILDING OFFICIAL
PHONE NO. : 9047640038 Jul. 03 2004 02:14PM P1
FROel 54ANGER)C
0//U2/2UU4 01:01 9Z4241-'222 �ZAt)�ES HAKTA7, PAGE 02
CITY OF.ATLANTIC BEACH� FLORMA
APPLICATION FOR ELECTRICAL PEPIvM
TO TM CIVEF RUMUCAL 29SPICTQ?4 DATE,
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CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247-5826
Application Number 04-00028625 Date 7/08/04
Property Address . . . . . . 1525 RICHARDSON LN
Application description . . . TREE PERMIT
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
Owner Contractor
------------------------ ------------------------
BEACHES HABITAT OWNER
ATLANTIC BEACH FL 32233
------------------- ---------------------------------------------------------
Permit TREE PERMIT
Additional desc . .
Permit Fee . . . . . 00 Plan Check Fee . 00
Issue Date . . . . 7/08/04 Valuation . . . . 0
Expiration Date . . 1/05/05
----------------------------------------------------------------------------
Special Notes and Comments
REMOVE A 2711 PINE, A 2411 PINE AND A 1511
CEDAR TO BE MITIGATED WITH 3311 OF OTHER
TREE EITHER TO BE PLANTED ON SITE OR
PAID INTO THE TREE FUND AT $117 PER
INCH.
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total . 00 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total . 00 . 00 . 00 . 00
PEM IS A�PROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING
101-k
BUILDING OFFICIAL
CITY OF A17LAN=BEACH
TREE REMOVAL APPLICATION
All applications must be submitted with Seven M copies and received by 5:00 p.m. on theVray
ten (10) days prior to the scheduled meeting in order to be placed on the agenda.
INCOMPLETE APPLICATIONS OR INACCURATELY
MARKED SITES WILL NOT BE PROCESSED.
1. SIEW c)�eu A4Z I-r4r 16- 7f F<A,_�,ts A)e
APPLICANT NAME ADDRESS TELEPHONE
2.
ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE
ff-LEG AL DESCRIPTION,-LiST-C-LOSEST-GROSS STREET)
3. REASON FOR PROPOSED TREE REMOVAL:
4. HAS THIS SITE BEEN TO THE TREE BOARD'BEFORE-7 YES (90_:'�� NOT SURE
5. SITE PLANITREE SURVEY indicating:
a. Existing and proposed structures.
b. Location of utilites and easements as applicable.
c. Location, species and size of all'trees-with Diameter at Breast Height (D.B.H.) of six inches or more.
d. Location, species and size of all trees to be removed should be clearly marked with an "X".
e. Location, species and size of alI trees to be perserved on-site for mitigation must be
marked with brackets I Yf.
f. Location, species and size of any proposed new replacement trees marked with a circle "0".
g. Location, species and size of all trees to be preserved on-site with barricading at tree drip line noted.
6. ON-SITE REQUIREMENTS:
a. Barricading at tree drip line of all trees to be preserved.
b. Addressllegal description must be posted in a conspicuous manner on site.
c. The property comers must be marked by stakes or paint indicating the lot.
d. All trees identified for removal MUST by marked on-site by RED/ORANGE flagging, paint
or tape.
e. All trees to be preserved on-site for mitigation MUST be marked with BLUE/GREEN
flagging, paint or tape.
800 Seminote Road, Atlantic Beach, Florida 32233
Telephone(904)247-5800 Fax(904)247-5845 1 of 3
S. LIST TREES PROPOSED FOR REMOVAL:
DIAMETER OF TREES
SPECIES INTERIOR ZONE** EXTERIOR ZONE** APPLICANT'S COMMENTS OFFICE USE ONLY
C-
PjAle-
IF-
C-z e
9. LIST TREES PROPOSED FOR MITIGATION:
DIAMETER,*) OF TREES
SPECIES INTERIOR ZONE** EXTERIOR ZONE" APPLICANTS COMMENTS OFFICE USE ONLY
F,,,4y, --6, Z,\ - &2DV �-,Uquf.
Fr-j-C 17.5- ) -' -- I 44(Tt(.A'-7-t6#6
IF- )q
I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE 11,TREE PROTECTION,
AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF ATLANTIC BEACH.
Applicant's Signature Date
,/�Vv 6 q.
Owner's Signature Date
Tree Conservation B&QZhalf Date
*Diameter at Breast Height(D.B.H.),is measured at 4.5 feet above grade.To accurately determine diameter,measure the trunk circumference and divide
by 3.14.Diameter of multi-trunked trees is determined by adding togethw the diameter of each trunk as measured immediately above the forks.
—interior Zone: outside the 20 foot front/rear setbacks and the 7.5 feet side setbacks(see diagram on previous page).
—Exterior Zone: within the 20 foot front/rear setbacks and the 7.5 feet side setbacks(see diagram on previous page). 4 of 4
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CITY OF
,-*&a4z Vead - 9&u�d4
800 SEMINOLE ROAD
------- ATLANTIC BEACH,FLORIDA 32233-5445
TELEPHONE(904)247-5800
FAX(904)247-5805
February 17 , 1993
Mrs . P . B . McDaniels
5350 Arlington Expressway
Number 4006
Jacksonville , FL
1--
Re: ( 1525 Richardson Lane
Dear Mrs . McDaniels :
Enclosed is the invoice for work performed at the above
location. Should this amount not be paid in full within 30 days
we will proceed with a lien recorded in the Circuit Court of Duval
County, Florida .
Sincerely ,
Karl W . Grunewald
Code Enforcement Officer
KWG/pah
cc : City Manager
CITY OP 0
N-
ATLANTIC BEACH
FLORIDA
February 17 .19- 93
NAME Paulette B. McDaniels
ADDRESS 5350 Arlington Expressway, No. 4006
CITY Jacksonville, FL 32211
Cost of Cutting Weeds and Grass at 1525 Richardson Lane
Plus 100% Administrative Costs $480.00
"After causing the condition to be remedied, the City Manager or his
designee shall certify to the Director of Finance the expense incurred
in remedying the condition, whereupon the expense plus a charge equal
to one hundred (100%) percent of the expense to cover city administrative
expenses, plus advertising cost, shall become payable within thirty (30)
days, after which a special assessment 'lien and charge will be made upon
the property which s�all be pay.able with interest at the rate of ten (10%)
percent per annum fiom the date of the certification until paid."
When Signed, Dated and Numbered, This Becomes an Official Receipt
1AKE CHECKS PAYABLE TO Received Paymerif
iTY OF ATLANTIC BEACH, FLORIDA TREASURER
CITY OF
800 SEMINOLE ROAD
XHANTIC BEACH,FLORIDA 32233-5445
IAX(904)247-580i
TELEPHONE(904) 247-5800
March 12, 1993
Mr . and Mrs . Harrison
9430 Little John Road
Jacksonville , FL 32208
Re :.'
1520-1524-1550 Francis Avemue
Dear Mr . and Mrs . Harrison:
My congratulations on your recent purchase of the above--listed
properties . I feel confident that with you as the new owners the
property will be brought into compliance -and once again become
assets to the community.
All of the property, particularly those posted f or
condemnation, will require your cooperation with the Building
Department in order to bring them into compliance with the Standard
Building Code .
At this time I am requesting that you furnish this office, in
writing, your intent to refurbish the listed properties . Once this
written notice is on file condemnation proceedings will cease. At
that time I suggest that you contact my office and make
arrangements for an inspection of all properties . This inspection
must be performed in your presence. You may wish to take notes as
to what must be done in order to bring the property into
compliance .
Please be advised that any electrical or plumbing work must
be done by a duly licensed contractor in 'that field .
It was a pleasure to meet you and I look forward to assisting
you in any possible way.
Please feel free to contact me at the Building Department at
247-5826 .
�cerely
Don C. Ford
Building Official
DCF/pah
cc : City Manager
CITY W)
ATLANTIC BEACH
FLORIDA
February 17 93
NAME— Paulet,le B. McDaniels
ADDRESS 5350 Arlington Expressway, No. 4006
CITY Jacksonville,--FL 32211-
cost of Cutting Weeds and Grass at 1525 Richardson Lane $480-00
Plus 100% Administrative Costs
"After causing the condition to be remedied, the City Manager or his
designee shall certify to the Director of Finance the expense incurred
in remedying the condition, whereupon the expense plus a charge equal
to one hundred (100%) percent of the expense to cover city administrative
expenses, plus advertising cost, shall become payable within thirty (30)
days, after which a special assessment 'lien and charge will be made upon
the property which 9�all be payable with interest at the rate of ten (10%)
percent per annum f�om th� date' of the certification until paid."
When Signed, Dafed and Numbered, This Becomes an Official Receipt
,AKE CHECKS PAYABLE TO Received Payment
ITY OF ATLANTIC BEACK FLORIDA TREASURER
N 0 T I C E T 0 A B A T E
TO PUBLIC WORKS DEPARTMENT Date:-- '
WEED ABATEMENT 0<1 NUSIANCE ABATEMENT E I
Property Address: /5 2 5
-----------------------------------------
Legal Description: -------------------------
Property Owner: /6,4 4t L 0-77-e 3 11n c-.D AA) e�4.� ................................
Mailing Address: -5-35 e, Ael- 6 Z3,-,-,-& Z
_r ____ //%) __A,1006 -------------------
---------------------------------------------
Type of Work: C4t 7- &J 66- -4 ................................
Lot Size:
Ordered By:
----------------------------------- ------------------- ------
TO ZONING DEPARTMENT
Date Work Performed*.
EQUIPMENT EMPLOYEES hrs.
1. j- h r s.
2.
....................... ..........
3. ...................... hro
4. ......................
Comments:
Signed: ------
�7V bj__
Superinten n uEic Works
------------------------------------------------- ----------------------
COST COMPUTATION
-----------------------------------
--- -- - ---------
1 --No. -of---- I -Equipment---I _No. __-___1 _�mount I Sub- I Admin. I
I Employees I Used I Hours I Per Hour I Total 1 100% 1 TOTAL
I------------ I------------- I--------I ----------I------ -------- I---------
7-
�275
------ --------
I I
I------------ I -------------I--------I ---------- I -------I --------I---------
I I I I I I I
I ------------I -------------I-------- I---------- I -------I --------I---------
I I I I I I I
I ------------ I -------------I ---------I ----------I ------- I--------I---------
4/g, 0
TOTAL BILLED
Date Billed:_ 2 ---- Date Payment Received:-------------------
C CITY OF
Ve4d - 57&u�&
800 SEMINOLE ROAD
ATLANTIC BEACH,FLORIDA 32233-5"5
TELEPHONE(904)247-5800
FAX(904)247-5805
February 17 , 1993
Mrs . P . B . McDaniels
5350 Arlington Expressway
Number 4006
Jacksonville , FL 32211
Re: 1525 Richardson Lane
Dear Mrs . McDaniels :
Enclosed is the invoice for work performed at the above
location. Should this amount not be paid in full within 30 days
we will proceed with a lien recorded in the Circuit Court of Duval
County, Florida .
Sincerely ,
Karl W . Grunewald
Code Enforcement Officer
KWG/pah
cc : City Manager
fc 6 T/ 1j'O
CITY OF
800 SUMINOLE ROAD
ATLANTIC BEACH,FLORIDA 32233-5445
TELEPHONE(904)247-5800
FAX("4)247-SM
January 26, 1993
Paulette B. McDaniels
5350 Arlington Expressway
#4006
Jacksonville, FL 32211
Dear Ms . McDaniels :
Our records indicate that you are the owner of the following
property in the City of Atlantic Beach, Florida:
Re: 1525 Richardson Lane
a/k/a Lot 15 , Donner Subdivision
RE#172144-0000-9
An investigation of this property discloses that I have found
and determined that a public nuisance exists thereon as to
,.-onstitute a violation of Section 23-36 of the Code of Atlantic
Beach, and that there are high weeds and grass present on the
property.
You are hereby notified that unless the condition above
described is remedied within seven (7 ) days from the date hereof ,
the City will remedy this condition at a cost of the work plus a
charge equal to 100% of the cost of the work to cover City
administrative expenses , which will be assessed the property owner
or occupant . If not paid within thirty (30) days after receipt of
billing, the invoice amount plus advertising costs, will be posted
as a lien on the property.
Within seven (7) days from the date hereof , you may make
written request to the City Commission of the City of Atlantic
Beach for a hearing before that body, for the purpose of showing
that the above listed condition does not constitute a public
nuisance.
Sincerely,
41/
Karl Grunewald
Code Enforcement Officer
1((;/Pa
cc: City Manager
CERTIFIED MAIL
RETURN 9,ECFTPT REQUEST17!D
CITY OF
,44� Se4d - 9&v-�a
716 OCEAN BOULEVARD
P.0.BOX 26
ATLAN71C BEACH.FLORMA 32233
16 1- TELEPHONE 1904)249-23%
flay 14, 1991
Revel M. silmon
15:25 Richardoon Lane
Atlantic Beach, FL 32233
Re: 85 Dora - RE#172119-0000
Dear Homeowner:
We have posted the propex,ty a t 85 1.)o i a w i t 1 71 '10-day
condemnation notice as of May 14, 1991. Oil JUDL- 13, 1991, We
will proceed with a bid process to have the property turn down
(GO days ) . On August 12, 1991, this property will he demolir;tied
by the City of Atlantic Beach.
Please contact me at 249-2395 to divcuss this matter.
-'ex,U,I y
Don G. Ford
Code Eriforceint-jiL 01Ji(,L-1
DCF/pah
ccl: Fire Chief RE?W
City Manager
VIA CERTIFIED MAIL
RETURN RECEIPT REQUESTED
March 22 , 1993
Mr . Don Ford ,
City of:
Atlantic Beach-Florida
800 Seminole Road
Atlantic Beach , Florida 32233-5445
Re : 1525 Richardson Lane
1520-1524-1550
Dear Mr . Ford :
Thank you for your letter dated March 12 , 1993 regarding the
above referenced property . We are pleased to be members of this
community . Please be advised that we do intend to refurnish the
properties . This letter will serve as written notice. All
condemnation proceedings should cease as of today .
We will contact You in the next few weeks to arrange for an
inspection of all the properties in order to bring the property in
to compliance.
Thank you for your prompt attention to this matter.
Sincerely ,
Mr . & Mrs. John Harrison
e-
'eO 4
,�2alov
MAR 2 6 1993 M
Building and Zoning
9572
r
)F BUILDING
6EPARTMENT 4 ,
C OF ATLANTIt,,SEAiGH:
ITY
------ LOCATION ISTORMATII01
VION
15215 -RICHARDSON LANE
t",�jj t NUA**r
-ANTIC BEACH
14P PLORIDA� 12233
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ONST tVACHO
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ALL COMCRET IFORMS AND FOOTIRGS MUST INS Tlt' A
NOTICIE'.mm PEC 'i ',v
FFOIRE�POURINO
PERMIT voil)SIX MONTHS AFTER DATE,'OF IS,$,,
ST BE
MATERIAL,RU AND DEBRIS FROM THIS WORK MUST NdTBt PLACeD'fN PUBLIC SPACE,AND
j b("UP AND HAVLE04AWAY BYEITHER CONTRACTOROR 0 ER
�E TO: 'Co j
C �'LIEN'.LAVCAN RESULT IN
OLY,WITH THE MECHANI S
MPROV
��"OKAT
UILDING I
0AYING TWIC FOR 13 EMENM.",
E.,
Y0
UkOAdCO ROVED' PLANS WHICH,ARE PART OF THIS PERMIT AND SUBJECT TO.REVOCAT, FOR,.,
)RIJING TO A0P'
N.OF�APPLICABLE PROVISIONS,OF LAW
000opm-00000m,
IAP �OkH SUILDIN!, A NT DA*t,-7/01194 01 ft
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC BEACH
A'MANTIC BRACH. FLORIDA 32133
APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER
IMPORTANT Applicant to complete all items in sections 1, 11, 111, and IV.
LOCATION Street Address: pr-d S Q2D 14 kAr (-�,j tZ/�(,5 0 AJ
OF Intersecting Streets: Between DO r) n-e r- AndArLPe//,4
WILDING
Sub-division
11. IDENTIFICATION To be completed by all applicants.
In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance
with the attachpd plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards
of good practice listed therein.
Memo of Mechanical actors
Coafractor (hint) 4/e/L�- 14�74,h n C,4 C o-'s W
News* of
f0roporty, Owner
Signature of Own*? fure of
or Awf1wrized Agent of Engino*r
Ill. WRAL INFOR"T*N
A. T"o of hoofing fuel: 0�1
IS OTHER CONSTRUCTION BIKING DONE ON
THIS BUILDING OR SITE
D Ses—0 LP C3 Natural 13 Central Utility
0 04 IF YIES, Give NUMBER OF CONSTRUCTION
PERMIT
D Other — Specify
IV. h4CKANr.4kL IPUIPMINT To N INSTALLID NATURE OF WORK
I Plow complete list of comp 0 ts on beck of this fiarol Residential or El Commercial
_)z( Nest C3 Space 0 Reconedl '-,F( Coaftell 0 Flow Now Building
Air Condriiiioeing: 13 Room Control Existing Building
13 Duct System: Material PAN$._ Replacement of existing system %
Mosiraw" capacity 410. C3 Now installation(No system previously InstailleM
C1 Rom"rotion Q Extension or add-on to existing system
0 Cooling fower: Capacity I-PAL 0 Other — Specify
(3 Fire qirinliders: Number of hae
D Elft6tor 0 Mealliff C3 EMIS (WMbW) THS 1111PA00111 11110111, OPPWS*a ONLy
(3 64"Aas
D Tawks Inuenbod
13 LPrr cmi-W
D U*&W pro"ure
Boom PWOO Approved
Other — Specify pennit
Uffr ALL EQUIPMENT
AM CONDITIONING AND REFRIGERATION EQUMIIENT XV-1
Number Unft
W"
FOR OFFICE USE ONLY
Date----� --.3-1-------�1964
Permit #1�7?3----Fee $4gl�---0.0....
TOWN OF ATLANTIC BEACH Valuation $---6-15 --------------------
FLORIDA House #,_A�57
------------------------------I-----------------------------
APPLICATION FOR BUILDING PERMIT --------------------------------------------
------------------------------ ------1------------------------
Application is hereby-made for the approval of the detailed statement of the plans and specifications herewith submitted for the
building or other structure described. This application is made in compliance and conformity with the Building Ordinance of
the Town of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the Town of Atlantic
Beach and all rules and regulations of the Building Department of the Town of Atlantic Beach, shall be complied with, whether
herein specified or not.
The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub-
contractors engaged by him are duly licensed in the Town of Atlantic Beach, Florida. To prevent delay or embarrasment regard-
ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can
be verified. 7'
..........?
Date.... .........................
Owner...----A0 ------- -------- ----Telephone No.A_4K.-1__7'iJ
Architect.-----------------—-- ---------- ---------------.-Address---------------------------------- -----------Telephone No------------------
----------
Contr 24 r,epho,ne 0-
acoT Bul den. e�21------- - -----T 1 1176-----
-)I — /0'70
LotNo.k ------------------------..'Block No--------------------------------Sub Division---- ---------------------------------------------------------------Une----------------
_AyC.P&?))_dVY�...14 ------------------------Side Between----------------------------------------------------and.------------ ---------------------St'.
Valuation $----4-JI-p- a-----------For what purpose will building be used_,ArS,�'DX'Veg__..Type of construction-4q0_'Ve'VyX
Dimensions of Building.-��-2�lep"-X--.�,--Y��.�.Dimensions of Lot--------- ----------------------- ----------Size of Footings
----------------------
Size of Piers-2_A'_'X -Size of -- -------Greatest Sill Span in
--------- _----------Type Roof
How will Building be Heated?._4�--------------------------------------------- Will Building be on Solid or FilledGround?---iv, -------------
Size of Ceiling Joists----- ----------------------------------, Distance on Centers---------A/-------I------------------I Greatest Span---14__�--------------- ------ yp
;4 'y dfli //� f 11 py
Size of Floor Joists---------------------------__-----------..., Distance on Centers-------- --------------........ Greatest Span------------------------------------------
A fl I/ .
Size of Rafters--------- ......X-4-11----------------....... Distance on Centers 91W---------------- ---------- Greatest Span---//- ------------------------ 2P
This rectangle is to represent the lot.
Locate the building or buildings in the
J,21 right position. Give distance in feet from
-all lot-lines and existing buildings.
REAR LOT LINE
Two copies of plans and specifications shall
be submitted withapplication.
Inspections required.
1. When steel is in place and ready t�o pour footing.
2. When steel is in place and ready to pour columns and/or lintel. Z Z
3. When steel is in place and ready to pour beam.
4. When framing is completed. F(
5. When rough plumbing is completed,and ready to cover up. 2
6. When septic tank drain field is laid but before it is covered.
7. Electrical inspection by City of Jacksonville.
8. Final inspection.
Note: In case of any rejection,re-inspection MUST be called forafter
corrections are made. Aol?4.4;
FRONT OF LOT
In consideration of permit given for doing the work as described in the above statement, we hereby -agree to perform said
work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building
regulations of the Town of Atlantic Beach.
Signatureof Builder-, ------ .......................................................... Address_--------------------------------------- -------------------------------------------------
-0 C(,*'-7�&Q—1—�-�--_- ' -ICIP
Address---- ------------------
Signature of Owner- ------
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247-5826
Air
Application Number . . . . . 04-00028489 Date 6/17/04
Property Address . . . . . . 1525 RICHARDSON LN
Tenant nbr, name . . . . . . DEMO RESIDENCE
Application description . . . DEMOLITION
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
Owner Contractor
------------------------ ------------------------
BEACHES HABITAT REALCO WRECKING CO.
8707 SOMERS ROAD
JACKSONVILLE FL 32226
(904) 757-7311
-------------------------------------------------------------- --------------
Permit . . . . . . DEMOLITION PERMIT
Additional desc . .
Permit Fee . . . . 100 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Expiration Date 11/06/04
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 100 . 00 100 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 100 . 00 100 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING
106-k
BUILDING OFFICIAL
26/08,�2004 15:23 904 ?51 6611 4 2414310 NO.932 P02
CITY OF ATLANTIC BEACH
DEMOLITION PERMIT APPLICATION
- A/f
lob Address: is-
owner of Properry: BE 19 e�6,15 , h413 17-47-
Address. 2� 1�el- 4-a J3,-a FL -3-1:7-33 Telephone: 90Y- 2-�fl-12-2-2-
or- TP-4'<--r5
Ugal Description- Block Number: /4- 1,01141ivalber: *e
Zoning District,
Contractor: )?C,94--c- ZA-��Pee-Ki,-Jg State License Number:
Contractor's Address. W7P 7 - /�, J'z 7-1-6
Telephone: - 7fZ - 73Jf Fay.: 10 1/- 7-y-/- 4 1)
Describe proposed use and work to be dorte: D'�'5-M-I-)-S At /7�-"V't- _&f�P
J, 7-'
Present use of land or building(s): F4--4
Is approval of Horn=wner's Association or other private entity required? A/If yes,please submit with this
application.
Will hi oject involve changes in elevation,site grade or any use of rill material or the removal of any trees?
= Applicant cartiries that no change in site grade or fill material will be used on this project,
El VES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building
Permit,
ReIN'0- Applicant certifies that no trees will be rentaVed-for this project.
YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree
Removal Permits to be reviewed by the Tree Conservatioo Board,which meets two times each month,
Procedure: In'tirder to expedite issuance of permits, please follow all steps and pro,,4_de all Information as approp ist
Incomplete applications may result in delay in issuance of permit.
STEP 1, Anacli Tree Removal Application if uves are to be removed or relocated.
I hereby certify that all information provided with this application is oarrect.
signaftre of Owner: K,2�-Sl� Date:
I V
I hereby certify that I have read and examined this applimion and know tlic same to be true and correct. All provisions of the laws and
ordiruirices goverr�rig this type of work will be complied with, whether specified herein at not- 17he granting ofs permit does not presume to
give authority to violate or cancel the provisions or any federal,statc or local rules,regulations,ordinances,or laws in any manner,including ft
governing of construction or the performance of construction of the property, I understand that 4-w issuance of this permit is contingent upon the
above inforrnation being true and correct and that the plans and supporting data have been or shall be provided as required.
800 Seminole Road -Atlantic Beach,Florida 32233-5445
Telprihone: (904)247-5300 -Fax; (904)241-5845 -http,://www.ei.stiantic-beach.fl.us
,06/08/2004 15:23 904 ?51 6611 4 2414310 NO.932 903
Signature of Coatractor; Date. June 15, 2004
Address and contact info ation of person to receive all wrrespondence regarding this application(please print).
Name:
Mailing Address-
Telephone: Fax: E-Mail:
AS TO OWNER:
NSworn to and subscribed before me this day of
State of Florida, Counry of Duval
Notary's Signature:
JENNIFER SCHLUETER
MY COMMISSION#DD 121301
z EXPIRES:May 27,2006 R/Persolln a)ly known
Bond,-d Thru Nolary,Public"I nderwriten Prodjjced identification
Type of identification produced
AS TO CONTRACTOR;
Sworn to and subscribed before me this 15th day of June 04
State of Florida,County of Duval Notary's Signature, 04zot,/
&JEAN DOWLrNa
Notary Public, etzf,of Fic,,!13
My commiozion E-,,!,::�j Personally�nown
Comm No, Produced identification
Type of identification produced
800 Semloole Road -Atlantic Beach, Florida 32233-5445
-�—..-V -aftn � V_ f0AA1 1A7ANA4 - httn-.Iiwww,ci.stlantic-beach-R.us
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 05-00031179 Date 9/19/05
Property Address . . . . . . 1525 RICHARDSON LN
Tenant nbr, name . . . . . . TELEPHONE CABLE
Application description . . . RIGHT OF WAY PERMIT
Property Zoning . . . . . . . TO BE UPDATED
Application valuation 0
Owner Contractor
------------------------
------------------------
BEACHES HABITAT BELL SOUTH TELECOMMUNICATIONS
ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233
----------------------------------------------------------------------------
Permit . . . . . . UTILITIES PERMIT
Additional desc . .
Permit Fee . . . . . 00 Plan Check Fee . 00
Issue Date . . . . 9/19/05 Valuation . . . . 0
Expiration Date 9/19/05
Fee summary Charged Paid Credited Due
-------- - -------- ---------- ---------- ---------- ----------
Permit Fee Total . 00 .'00 . 00 . 00
Plan �--heck Total . 00 . 00 . 00 . 00
Grar,6 Total . 00 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
BUILDING OFFICIAL
CITY OF ATLANTIC BEACH
PUBLIC WORKS DEPARTMENT
IT
U 1200 Sandpiper Lane
Atlantic Beach,Florida 32233
(904)247-5834
(904)247-5843 Fax
www.coab.us
PLAN REVIEW COMMENTS
Permit Application # (f)5 -.5//7 '�
Property Address: /'15 01�5 P-J Lhartl�56r)--Laof,
Applicant: &-C/r5at-fll
Project: Tf/akorc Cabie
(Your application is approved as noted by the Public Works Department.
tinal application approval must come from the Building Department.
a Your permit application has been reviewed by the Public Works Department
and the following items need attention:
Make sure the hole is filled back in after removing the
pole.
Make sure pit is barricaded off and resodded when work
is completed.
Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane,
Atlantic Beach, FL 32233 in order that we can approve your application. If you have any
questions,please call (904) 247-5834.
Reviewed bp��ck Carper, P.E., Pub Director
Date
Contractor Notified Date k)pd
CITY OF ATLANTIC BEACH
CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS
800 Seminole Road 904-247-5800
\-I Atlantic Beach,Florida 12213-5445 Fax 904-247-5845
Date— PERMIT#
ISSUED BY THE CITY
Job Address
Permitee: BELLSOUTH TELECOMMUNICATIONS Telephone# 904-6341661
Permittee Address: 11AA1, 301 W. BAY ST., JACKSONVILLE, FL. 32202 ATTN: ANGELA HERRON
Requesting Permission to Construct: TELEPHONE CABLE
Location: (Reference to Cross-Street) Between Orchid St. and Mayport Rd
1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities,
both aerial and underground and the accurate locations are shown on the sketches.
A Letter of Notification was mailed to the following Utilities/Municipalities:
Jacksonville Electric Authority Yes(X) No ( ) Date:
Bell South Telephone Company Yes( ) No ( ) Date:
Ferrell Gas Yes(X) No Date: P 12
Corricast Yes (X) No Date: S)i Z I u5
2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation,
alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public
Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized
hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as
required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is
authorized.
3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be
performed under the supervision of CLINT STRICKLAND (Contractors Project Superintendent)
located at Telephone#: 904-393-4958.
4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee.
5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications
and the manner satisfactory to the city.
6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a
part of this permit
7. This permittee shall commence actual construction in good faith with - 60 days. If the beginning date is
more than 60 days from date of permit approval, then permittee must review the permit with the Director of
Public Works to make sure no changes have occurred in the area that would affect the permitted construction.
8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the
City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all
times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and
against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted
exercises by the holder of the aforesaid rights and privileges.
9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again
immediately upon completion.
OWNER r'
Signed:%N14-1 2_ UOILA��L--� Date:e2f�
Before me this 1__VXi day RM0051-n the County of Duval
State Of Florida,has personally appeared _L-T1�Caim
Notary Public at Large,State of Fl9nda,County of Duval.
My commission expires: (Y-\GL IZZ. ncq - — — — — — — — —
JILL CRUZ
Personally Known: or 010 y P
Produced Identification: -AkPL V4 N-3-5?4-4 k_;P� 7-
A. Nol"Pullic-StVa of 101tio
CommissIbn Explies Mar 22,2WO
Commission#DD 410139
Bonded ByNdo"=Aw.
CITY OF ATLANTIC BEACH
PUBLIC UTILITIES DEPARTMENT
1200 Sandpiper Lane
Atlantic Beach,Florida 32233
(904)247-5834
(904)247-5843 Fax
www.coab.us
PLAN REVIEW COMMENTS
Permit Application # (-)A4-=-=),-511-79
a-/I ri
Property Address:
Applicant:
Project:
Your application is approved as noted by the Public Utilities Department.
Final application approval must come from the Building Department.
u Your permit application has been reviewed by the Public Utilities Department
and the following items need attention:
ste
77
4aAwl.ef. ;2 K 2
Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane,
Atlantic Beach, FL 32233 in order that we can approve your application. If you have any
questions,please call (904) 247-5834.
Revie y onna Kaluzniak,Public Utilities Director
Date
Signature erol
Contractor Notified Date an e-1 4v( q/1-51-
V
T -
CITY OF ATLANTIC BEACH
CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS
800 Seminole Road 904-247-5800
Atlantic Beach,Florida 32233-5445 Fax 904-247-5845
Date- PERMIT#
Job Add ress c V--,��d su— Cr) ISSUED BY THE CITY
Permitee: BELLSOUTH TELECOMMUNICATIONS Telephone# 904-6341661
Permittee Address: 1 1AA1, 301 W. BAY ST., JACKSONVILLE, FL. 32202 ATTN: ANGELA HERRON
Requesting Permission to Construct: TELEPHONE CABLE
Location: (Reference to Cross-Street) Between Orchid St. and Mayport Rd
1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities,
both aerial and underground and the accurate locations are shown on the sketches.
A Letter of Notification was mailed to the following Utilities/Municipalities:
Jacksonville Electric Authority Yes (X) No Date: 51-Lko
Bell South Telephone Company Yes ( ) No Date:
Ferrell Gas Yes (X) No Date: P 12 1 Q--)
Comcast Yes (X) No Date: - 21zlod
2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation,
alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public
Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized
hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as
required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is
authorized.
3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be
performed under the supervision of CLINT STRICKLAND (Contractor's Project Superintendent)
located at Telephone#: 904-393-4958.
4. All materials and equipment shall be subject to inspecton by the Director of Public Works or his designee.
5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications
and the manner satisfactory to the city.
6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a
part of this permit
7. This permittee shall commence actual construction in good faith with 60 days. If the beginning date is
more than 60 days from date of permit approval, then permittee must review the permit with the Director of
Public Works to make sure no changes have occurred in the area that would affect the permitted construction.
8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the
City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all
times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and
against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted
exercises by the holder of the aforesaid rights and privileges.
9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again
immediately upon completion.
OWNER
Sig ned: %N-4-1
Date:
Before me this day in the County of Duval
State Of Florida, has personally appeared qvk�,41 -- --- -k\
Notary Public at Large,State of F119rida,County qf Duval.
My commission expires: ('r\a
Personally Known: or JILL CRUZ
P,
Produced Identification: AkP 14 VTO-1 -;P� Notary-PuM-state of FWds
ar
Commissim Expirm Mar:22,:2]W9
juz Coffnission#DD 410:139
"�r 8=W8yNMIomINotaryAwt
tj
lit-
jl� lill
-----------------
--------------------
--------------------
L----------------------------
t--------ARDELLA RD ------
-------------------------------
CL TO CL 600'
AFIG NOTE COUNT
----------------
. LEVY RD --------------
L--------------------------
----------
------- -------------- DONNER RD-----------------------
7 ------------- ----------------------------------------------
CL TO CL 706'
Y/2/Mt '12:�9:32 PM
---------------------------
----------------------------
---------------------------
/151
--------- -----------------
-B— 1 1615
--------- ------------
------- -------
W REMOVE POLE
Ld
cr
Ui
:>
0 Ui
Uj cr
0
2:U
1520 Ui> 1527
1525
PERK T FOR
SPLICE PIT
ONLY.
518
1517
0 CD rr
1515
U
M
0
n,
1165 BellSouth
1149 @ Telecommunlcctlons
PROPOSED TELEPHONE FACILITIES
------------------ ON RIGHT OF WAY OF
ATLANTIC BEACH
----------------------- -------------------------------
------------------------------------------------------ 1525 RICHARDSON LN
Exchonge:
JACKSONVILLE BEACH
DesIgner:
Jim 1-111ey
Phone:
904-348-2512
Authorization:
53E6815ON
Dwg. I of — I
DATE:
PRE-:;�EkVICE 01VISION
JACKSONVILLE ELECTRIC AUTHORITY
2�sj WEST DUVAL STREET
JACKSONVILLE, FLORIDA 32202
THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE
,ziATISFACTORY :
Sal _C> j ()
------ ------------------ --------------
----------------
-----------------
-------------------------------------------------
------------------------------------I-------------
Enclosed are the blue copies of the permits.
SINCERELY,
BUILDING INSPECTION DIVISWN
cc : FILE
T-, Office of Building Official
REQUEST FOR INSPECTION
Date
Permit No.
Time C-TM
Received
/,s--,;)
Job Add ss
Owner's / 7,
Name —AOA&J��
BUILDING CONCRETE (:�LE�RIC PLUMBING MECHANICAL
Framing
Footing 1:1 Rough Wiring E, Rough El Air Cond. &
Re Roofing Slab Temp Pole C., Top Out 0- Heating
Insulation Lintel I-- Final D Sewer E-j Fire Place
Pre Fab
READY FOR INSPECTION
Mon. Wed. Thurs. Friday—(ZM
A.M.
Inspection Made P.M.
Inspect Final InspectioX—
ertificate of Occupancy
Date
C
CITY OF ATLANTIC BEACH, FLORIDA
.%Ppow4ed by APPLICATION FOR 9LKCTRICAL OUMIT
TO THE CHIEF ELECTRICAL INSPIECTOR: DATE:
IMPORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, W
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATION!
WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELE(;TRICAL REWLATlM..C*DE$AND QTY 0
ATLANTIC BEACH ORDINA"CES.
EUCTRICAL FIRM: IAAj§Ifi
NAME.
DIA4.III&E
Rfiw-
Rf.s.K Arr. I comm.t I PUBLIC INDUS.( NEW 0
ADDITION ( I TRAILER I TEMP. SIGNS I _611 FT.
FEE
SERVICE: NEW I INCREASE bt RIEPAIR (
CONDUCTOR SIZE 4
L AMPS �P� COPPER (—) ALUM,�<L
2s� PH , 3W 7*0vga, Z-Kw4RACEWAY
MITCH OR BREAKER
EXIST.SERV.SIZE AM PH >w VOLT fj4%CE!NAX_
FEEDERS NO. SIZE NO. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACL-ES- CONCEALED OPEN�_I IJOTAL
0.30 AM". 31.100^MPS.
SWITCHES
INCANDESCENT
FLUORESCENT&M.V.
FIXED Q.IOOAMP*;,t OVKR
APPi_I^NCK6_ BELL TRANSF.
AIR M.P.RATING M.P.RATING
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-"EAT
d -,Z)
0.1 OVER
MOTORS M.P. VOLTAGE pHs NO. I N.P. VOLTAGE pHs
MISCELLANEOUS
CITY OF ATLANTIC BEACH, FLORIDA
jOR KLUTRICAL PUNT
low
TO THE C1416F 9LECTRIG"jmVLCTOR; r.%AT
jmKRTANT maTIC
AS ojesc"161 G;
IN CONSIDERATION%OF p[RMIT GIVEN FOR DOING Irk4diiK
HE,ATTACREQ P"Wl,;AN 0.PEOIFICAPOWig.
"IRElly AGREE TO K F SAID W RICALL f4ZQULAjIoh** cooEs AND CITY OF
H R OR ND IN =IN ACCORDANCE WITH T
WHICH ARE A PART EREOF!A RGANCE WITH THE ELECT
ATLANTIC BEACH ORDINANCS&
c'
ADOR
"LIC. INQUIll
.rUff.I I $IQN&
AGO
T"
&mv" jjf.W I
Pig 6LUM, I I.-
SIZE
BACEIVISX
JmTo 2R OLT ACE JJAX
A
AMPS YOLT
gXWr."FIV.fdZ6
SIZE No.% SIZE NO. SIZE-L
No.
ursimiTima Wff LETS CONCEALED] OPIEN TOTAL
oel
CONCEALED] TOTAL
LES
SWiTCHIL6
V.
FLUORES"AT
'&hips. I ULL TRANS
FL"a :F.:[
.Arm-
M.P.RATING HP-RATING
AM R MOTORS AWS C611.H9AT:l KwmEAT
CONDIT"IN4 Come.MOTOR OTHE
ovia
MOTORS H.P. VOLTAGE PI4S- -NO. Pm.
US
U( (A
--bVER6WV.
UNDER
No. KVA- - ..
IVA. ---I" MOTOR SIZE 4WOOTCA 11 F
CITY OF N 0- 8138
ATLANTIC BEACH
FLORIDA
NAME e-
ADDRES
CITY
4-
c-,
_5-Q 75-
76L,--6
VALIDATION ATE. 03118153
rIME-. 09.02 AM
TOTAL $15.00
TENDERED 115.00
CHW COO
When Signed, Dated and Numbered, This Becomes an Official RdWT NUULi: 082742
MAKE CHECKS PAYABLE TO Received Paymenf
CITY OF ATLANTIC BEACH, FLORIDA TREASURER
^ �
/
'
�ATE: :
-------------
P.RE-SE8YICE DIVISION
JACKSONVILLE ELECTRIC AUTHORITY
232 WEST DUVAL STREET
JACKSONVILLE, FLORIDA 32202
TH2 FOLLOWING FINAL INSPCCtION(S) HAVE BEEN lAUL AM) A8d,,'
SATISFACTORY: '
--
-------------------------
------- -------------------------------------- -------
�
i
)
/
8UILDING INSPECTION DIVISION
oo: FILE `
'�
NOTICE TO THE OWNER AND ALL PERSONS
kr
INTERESTED IN THE ATTACHED PROPERTY
This property, to wit: ?--Lr-K- OP /qC) —7A
located at: (:X0 S'.S 5—/ ;r1t-o-1
is improperly stored and is in violation of the Ordinance Code of
the City of Atlantic Beach, Florida; Chapter 21, Article II, Div-
ision 1, Section 21-24 (a) and must be removed within ten (10)
days otherwise it shall be presumed to be abandoned property and
may be removed and destroyed by order of the City of Atlantic
Beach. If the property is a motor vehicle, the owner will be
liable for the costs of removal and destruction.
Dated:
Signed:
Police Officer
Atlantic Beach Police Department
850 Seminole Road
Atlantic Beach, Florida 32233
(904) 249-5606
NOTICE TO THE OWNER AND ALL PERSONS
INTERESTED IN THE ATTACHED PROPERTY
This property, to wit: T3k-K
located at: VIICAI-1-1 1-0-7 lqcl?OS'-r S7, 77�d
<,I/ - 4-7C-. Z?Cl-l.
is improperly stored and is in violation of the Ordinance Code of
the City of Atlantic Beach, Florida; Chapter 21, Article II, Div-
ision 1, Section 21-24 (a) and must be removed within ten (10)
days otherwise it shall be presumed to be abandoned property and
may be removed and destroyed by order of the City of Atlantic
Beach. If the property is a motor vehicle, the owner will be or
liable for the costs of removal and destruction.
Dated:
Signed:"' 1-44,57-
Police Officer
Atlantic Beach Police Department
850 Seminole Road
Atlantic Beach, Florida 32233
(904) 249-5606
5�M='16-n
�jo ogoo/,ID &67-EeL Cl�-A-)
CFTY OF,
C,
P/1�1 1 0.4 Office of Bull�ing Official
RE01JEST FOR INSPECTION
Date... Permit No.
Time
Received P.M. District No.
oe/
;;0
Job A c1dr 71 Locality
Owner's I I ,
Name, -;4-�e� -Contractor
BUILDING CONCRETE �'..ELECTRICAL PLUMBING MECHANICAL
Framing 0 Footing 11 -Ro6615' rl-�j ff Rough El Air.Cond.& 0
Re Roofing El Slab D Temp Pole 0 Top Out 11 Heating
Lintel F1 Fire Place 0
Pre Fab
READY FOR INSP=
I Thurs. _A.M.
Mon. Tues. �*Ved— Friday P.M.
A.M
Inspection Mane --4—P
Inspector Final Inspection D
....... Certificate of Occupancy
Date
PERMIT WORKSHEET Certificate of Occupancyl
Job Address: Type Work:
Property Owner: Phone #
Contractor: Phone #
Permit#: C>q B(..c"q Date Issued:
Tree Permit#
Foundation Permit#
Demolition Permit#
B —1 MECHANICAL -ZSqv()q PLUMBING
UILDING ELECTRIC Z�?L,Oct
Temp.Power#
Footing 9-15-c>i4 JEA Release
Date
Temp. Power
Slab Letter Rec'd. Underslab (4-W-04
Tie Beam Temp Pole#
j\(514 cA/ 2-(9(-a
Lintel JEA Release Gas Piping
Date
Nailing/ Water/
Sheathin 104 �:W5 U L.4-F16 Al 2--151-6 Sewer
-7
Rough/
Framing Rough Rough Top.out
Insulation JEA Release
Date
Building Electric Mechanical Plumbing
Final Final Final Final
JEA Release
Date
Drainage Inspection:
Pool Permit#
Final
Final
52-
Roofing Permit# mr— --
lnsVe&f-----Nailing ea ing Final
Fire Inspection:
Faileld ln!s�pections: Date Paid:
Iooft
tsunuers
FirstSource
Project Information for: J77468 Jun 10,
Builder: Beaches Habitat
Address: Richardson Lane 000,
... Atlantic Beach, Florida
County: Duval
Truss Count: 16
Design Program: MiTek 20/20 5.2
Truss Design Load Information:
Gravity: Wind: Building Code:FBC2001
Roof(psf):42.0 Wind Standard: ASCE 7-98
Floor(psf):N/A Wind Speed (mph):120
Note: See the individual truss drawings for special loading conditions.
Engineer of Record: Lawrence A. Paine, PE Florida P.E. License No.21475
Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244
Truss Design Engineer:Lawrence A. Paine, PE Florida P.E. License No. 21475
Company: Builders FirstSource- Florida, LLC
Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244
Notes:
1. Determination as to the suitability of these truss components for the structure is the responsibility of the building
designer/engineer of record,as defined in ANSI/TPI 1-1995 Section 2.2
2.The sea[date shown on the individual truss component drawings must match the sea[date on this index sheet.
3.The loads indicated on all referenced girder trusses are consistent with the truss placement plan numbered J77468
provided by Builders First Source-Jacksonville,FL and dated 06/04/2004. Loads applied by non-truss elements
and basic load parameters/design criteria are to be reviewed and approved by the Engineer of Record/Building Designer.
Otherwise, the Truss Design Engineer's responsibilities are limited as stated in Chapter 2 of ANSI/TPI 1-1995.
# Truss ID Dwg.# Seal Date
1 ciol A 177231 6/10/04
2 CJ02 J1177232 6/10/04
3 CJ03 J 1177233 6/10104
4 EJ01 J1 177234 6110104
5 EJ02 J1177235 6/10/04
6 HJ01 J 1177236 6/10/04
7 HJ02 J 1177237 $10/04
8 T01 J1177238 610/04
9 T02 A 177239 6110/04
10 T03 J 1177240 6/10/04
11 T04 J1 177241 6/10/04
12 T05 J 1177242 6/10/04
13 T06 J1177243 6/10104
14 T07 A 177244 6110/84
15 T08 A 177245 6/10/ 4
16 T09 J 1177246 6/10104
Job Truss Truss Type' Qty Ply Beaches Habitat Lot 2
A 177231
J77468 Ciol MONO TRUSS 8
Job Reference(optional)
Builders First Source,Jacksonville Florida 32244 5.200 s—Oct 21 2003 MiTek Industries,Inc. Fri Jun 04 08:49:57 2004 Page 1
3
i -2-0-0
1-0-0
2-0-0 1-0-0
2
4.00[1-2
2x4 Scale 1:5.8
4
1-0-0
1-0-0
LOADING(pso SPACING 2-0-0 CS1 DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.00 2 >999 240 M1120 2491190
TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.09 1 >283 180
BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a
BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight:6 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins.
BOTCHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 3=-95/Mechanical,2=274/0-3-8,4=14/Mechanical
Max Horz2=92(load case 3)
Max Uplift3=-95(load case 1),2=-433(load case 3),4=-14(load case 3)
Max Grav3=168(load case 3),2=274(load case 1),4=14(load case 1)
FORCES (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/34,2-3=-51/69
BOT CHORD 2-4=0/0
JOINT STRESS INDEX
2=0.29
NOTES
1)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end
zone and C-C Exterior(2)zone;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C
for members and forces,and for MWFRS for reactions specified.
2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 95 lb uplift at joint 3,433 lb uplift atjoint 2
and 14 lb uplift at joint 4.
LOAD CASE(S) Standard
Tniss Design Engineer:Lawlrence A.Paine,PE
Florida PE No.214?5
Builders FirstSource-Florida,LLC
6550 Roosevelt Blvd.Jacksonville,FL 32244
June 10,2004
A Warning-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE win a
This design is based only upon the parameters shown for an indiAdual building component that is installed and loaded vertically and fabricated with M[Tek connectors.
Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the
responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection
and bracing,consult BCSI-1 or HIS-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,I WTCA Center,
6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719
MOFirstsource-
Qty Ply
T uss Type Qy
—��MrOIO=R.SS 8=�� i
Job Truss ype Beaches Habitat Lot 2—
J1 177233
J77468 CJ03
Job Reference(optional)
Builders First Source,Jacksonville Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Fri Jun 04 08:49:58 2004 Page 1
Scale:1"=l'
i -2-0-0 5-0-0
2-0-0 5-0-0
4.0 0 F1-2
2
2x4
4
5-0-0
5-0-0
LOADING(pso SPACING 2-0-0 CS1 DEFIL in (loc) I/clefl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0.12 2-4 >488 240 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) 0.11 2-4 >523 180
BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a
BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight:19 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 5-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 3=102/Mechanical,2=347/0-3-8,4=72/MechanicaI
Max Horz2=205(load case 3)
Max Uplift3=-165(load case 3),2=-466(load case 3),4=-72(load case 3)
FORCES (lb)-Maximum Compression/Maximum Tension
TOPCHORD 1-2=0/34,2-3=-112/25
BOT CHORD 2-4=0/0
JOINT STRESS INDEX
2=0.34
NOTES
1)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end
zone and C-C Exterior(2)zone;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C
for members and forces,and for MWFRS for reactions specified.
2)Provide mechanical connection(by others)oftruss to bearing plate capable of withstanding 165 lb uplift at joint 3,466 lb uplift atjoint
2 and 72 lb uplift at joint 4.
LOAD CASE(S) Standard
Truss Design Engineer:Lamrrence A.Paine,PE
Florida PE No.21475
Builders FirstSource-Florida,LLC
6550 Roosevelt Blvd.Jacksonville,FL 32244
June 10,2004
Warning-Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU-7473 BEFORE USE
This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with Mi-Tek connectors.
Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing
responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delve�,"1.h�ebcn
.r . ..Builders
nbracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center
3'00 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 IWFirstSource-
Job Truss Truss Type ot Ply Beaches Habit t Lot 2
J1 177235
J77468 EJ02 MONO TRUSS 4 1
Job Reference(optional)
Builders First Source,Jacksonville Florida 32Y44 5.200 s Oct 21 2003 MiTek Industries,Inc. Tue Jun 08 15:31:48 2004 Page 1
-2-0-0 11 7-0 0 Scale=1 15.1
2-0-0 7-0-0 3
4.00 F1—2
c4
2
2x4 N/1
4
5-1-12 7-0-0
5-1-12 1-10-4
LOADING(pso SPACING 2-0-0 CS1 DEFIL in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) 0.08 2-5 >770 240 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.24 Vert(TL) -0.45 1 >58 180
BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a
BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight:25 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 6-0-0 oc pudins.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 3=164/Mechanical,2=381/0-3-8,4=-13/Mechanical,5=157/0-3-8
Max Horz2=263(load case 3)
Max Uplift3=-266(load case 3),2=-510(load case 3),4=-13(load case 1),5=-122(load case 3)
Max Grav3=164(load case 1),2=381(load case 1),4=44(load case 3),5=157(load case 1)
FORCES (lb)-Maximum Compression/Maximum Tension
TOPCHORD 1-2=0/34,2-3=-160/42
BOT CHORD 2-5=0/0,4-5=0/0
NOTES
1)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end
zone and C-C Exterior(2)zone;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for
members and forces,and for MWFRS for reactions specified.
2)Provide mechanical connection(by others)oftruss to bearing plate capable ofwithstanding 266 lb uplift atjoint 3,510 lb uplift atjoint
2,13 lb uplift at joint 4 and 122 lb uplift at joint 5.
LOAD CASE(S) Standard
TnBs Design Engineer:Lavrrence A.Paine,PE
Florida PE No.21475
Builders FirstSource-Florida,LLC
6550 Roosev�lt Blvd.Jacksonv-ille,FL 32244
June 10,2004
'A Warning-V.Hty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE MWA IBM M
This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek nnectors.
,is
Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracingco he
responsibility of building designer and/or contractor per ANSI I TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection
and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center,
6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 IoFirstSource-
Job Truss Truss Type Qty Ply Beaches Habitat Lot 2
A 177237
J77468 HJ02 MONO TRUSS 2 1
Job Reference(optional)
Builders First Source,Jacksonville Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Fri Jun 04 08:49:59 2004 Page 1
-2-9-15 5-0-4 9-10-13
2-9-15 5-0-4 4-10-9
Scale=1:21.3
4
2.8 3 F1—2
2x4
3-
c
2
3x6
6 5
3x6
4-2-12 7-3-5 9-10-13
4-2-12 3-0-9 2-7-8
LOADING(pso SPACING 2-0-0 CS1 DEFIL in (loc) I/defi Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) 0.06 2-7 >999 240 M1120 249/190
TCOL 7.0 Lumber Increase 1.25 BC 0.42 Vert(TL) 0.31 1 >120 180
BCLL 10.0 Rep Stress Incr NO WB 0.33 Horz(TL) -0.02 5 n/a n/a
BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:42 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 6-0-0 oc purlins.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 5-8-0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 4=253/Mechanical,2=466/0-4-15,5=201/Mechanical,7=260/0-4-15
Max Horz2=314(load case 2)
Max Uplift4=400(load case 2),2=-687(load case 2),5=-198(load case 2),7=-146(load case 5)
FORCES (lb)-Maximum Compression/Maximum Tension
TOPCHORD 1-2=0/34,2-3=-781/955,3-4=-1 10/43
BOTCHORD 2-7=-1161/748,6-7=-11611748,5-6=0/0
WEBS 3-6=-768/1193
JOINT STRESS INDEX
2=0.57,3=0.39 and 6=0.25
NOTES
1)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end
zone;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60.
2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 400 lb uplift at joint 4,687 lb uplift at joint
2,198 lb uplift at joint 5 and 146 lb uplift at joint 7.
3)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Regular:Lumber lncrease=1.25,Plate Increase=1.25
Uniform Loads(plo
Vert:1-2=-54
Trapezoidal Loads(plf)
Vert:2=-3(F=26,B=26)-to-4=-1 34(F=-40,6=40),2=-O(F=l 5,B=1 5)-to-5=-74(F=-22,B=-22)
Truss Design Engineer:Lawrence A.Paine,PE
Florida PE No.21475
Builders FirstSource-Florida,LLC
6550 Poose"It Blvd.Jacksonville,FL 32244
June 10,2004
Warning-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 BEFORE USE 111111111111k
This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTak connectors.
Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the
responsibility of building designer and/or contractor per ANSI/TPI I as referenced by the building code. For general guidance regardirg storago,delivery,erection
andbracing,consultBCSI-1 orHIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council ofAmerica,I WTCACenter,
6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 MFirst&Ource-
Job T uss Truss Type' Qty Ply Beaches Habit t Lot 2
J 1177239
J77468 T02 MONO HIP 4
Job Reference(optional)
Builders First Source,Jacksonville Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Fri Jun 04 08:49:59 2004 Page 1
2-0-0 5-0-0 9-0-0 0-0-0 25-0-0
2-0-0 5-0-0 4-0-0 8-0-0 B-0-0
Scale 1:47.4
5x8
Zx4 11 4x6
4.0 0 FI-2 4 5 6
2x4i z�
3
2
3x6 10 9 8 7
3x6 3x6 3x8 3.6 11
9-0-0 17-0-0 25-0-0
9-G-0 B-0-0 8-0-0
Plate Offsets(X,Y): [4:0-54,0-2-81,[6:0-2-12,0-2-01,[8:0-2-8,0-1-81
LOADING(pso SPACING 2-0-0 CS1 DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.95 Vert(LL) 0.28 8-10 >999 240 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.61 Vert(TL) -0.31 2-10 >965 180
BCLL 10.0 Rep Stress Incr YES WEI 0.91 Horz(TL) -0.06 7 n/a n/a
BCOL 5.0 Code FBC2001/ANS195 (Matrix) Weight:121 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-0-6 oc purlins, except end verticals.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 4-2-10 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-8,6-8
REACTIONS (lb/size) 7=1032/0-3-8,2=1161/0-3-8
Max Horz2=323(load case 3)
Max U plift7=-894(load case 3),2=-1065(load case 3)
FORCES (lb)-Maximum Compression/Maximum Tension
TOPCHORD 1-2=0/34,2-3=-2439/2331,3-4=-2169/1968,4-5=-1 95411811,5-6=-1 954/1811,6-7=-909/949
BOTCHORD 2-10=-2407/2273,9-10=-1960/2052,8-9=-1960/2052,7-8=-109/128
WEBS 3-10=-2541483,4-10=-1161356,4-8=-105/188,5-8=447/665,6-8=-1825/1958
JOINT STRESS INDEX
2=0.67,3=0.25,4=0.81,5=0.27,6=0.95,7=0.37,8=0.86,9=0.60 and 10=0.22
NOTES
1)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end
zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and
for MWFRS for reactions specified.
2)Provide adequate drainage to prevent water ponding.
3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 894 lb uplift at joint 7 and 1065 lb uplift at
joint 2.
LOAD CASE(S) Standard
Trass Design Engineer:Lawnnce A.Paine,PE
Fiorida PE No.21475
Buil&rs FirstSotnce-Flcai4 LLC
6550 Poosevelt Blvd.Jacltsonirillp,FL 32244
June 10,2004
I'a Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 BEFORE
USE
wift IBM E
This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek,.connectors. W MLff 11f4ft &W&
Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracinc S the milk
responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delive'ry,erection CPU K40,11"I
I and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council ofAmerica,1 WTCA Center,
6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onoirio Dri�e,Madison,WI 53719
1"FirstSource
Job Truss Truss Type Oty Ply Reaches Habitat Lot 2
A 177241
J77468 T04 MONO HIP 4
- Job Reference(optional)
Builders First Source,Jacksonville Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Fri Jun 04 08:50:00 2004 Page 1
1 -2-0-0 8-0-0 13-0-0 yp� 19-0-0 25-0-0
2-0-0 8-0-0 5-0-0 6-0-0 6-0-0
Scale 1:47.4
4x6
3x6 3x6 11
4 5 6
4.00 F-12 -
3x6
3
2
---------7F7— _J
3x6 10 9 8 7
2x4 11 3x6 3x8 3x6
8-0-0 13-0-0 25-0-0
8-0-0 5-0-0 12-0-0
LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/def! L/d PLATES GRIP
TCLIL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) -0.39 7-8 >768 240 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.57 7-8 >516 180
BCLL 10.0 Rep Stress Incr YES WB 0.47 Horz(TL) -0.07 7 n1a I
BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:123 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-9-12 oc purlins, except end verticals.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 4-0-0 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-7
REACTIONS (lb/size) 7=1032/0-3-8.2=1161/0-3-8
Max Horz2=437(load case 3)
Max Uplift7=-91 1(load case 3),2=-1048(load case 3)
FORCES (lb)-Maximum Compression/Maximum Tension
TOPCHORD 1-2=0/34,2-3=-2337/2160,3-4=-1655/1524,4-5=-1530/1513,5-6=-100/18,6-7=-156/205
BOTCHORD 2-10=-2345/2150,9-10=-2345/2150,8-9=-2345/2150,7-8=-1110/1037
WEBS 3-10=-1/173,3-8=-709/942,4-8=-66/246,5-8=-503/615,5-7=-1169/1362
JOINT STRESS INDEX
2=0.69,3=0.28,4=0.75,5=0.41,6=0.31,7=0.89,8=0.37,9=0.88 and 10=0.25
NOTES
1)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end
zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and
for MWFRS for reactions specified.
2)Provide adequate drainage to prevent water ponding.
3)Provide mechanical connection(by others)of truss to bearing plate capable ofwithstanding 911 lb uplift atjoint 7 and 1048 lb uplift at
joint 2.
LOAD CASE(S) Standard
Truss De;ign Engineer-Lay�rence A.Paine,PE
Florida PE No.21475
Builders FirstSource-Florida,LLC
6-550 Roosevelt Blvd.Jacksonville,FL 32244
June 10,2004
A Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIJ-7473 BEFORE USE 11
connectors. W
This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with Mi-rek
and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of Ame6ca,1 WTCA Cent I er,
6300 Enterprise Lane,Madison,Wl 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 1
Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing isthe i
responsibility of building designer and/or contractor per ANSI/TPI I as referenced by the building code. For general guidance regarding storage,delivery erection
kAFirstSource
Job Truss Truss Type' Qty Ply Bea hes Habitat Lot 2
177243
J77468 T06 MONO HIP 4 1
Job Reference(optional)
Builders First Source,Jacksonville Florida 32244 5.200 s Oct 21�003 MiTek Industries,Inc. Fri Jun 04 08:50:00 2004 Page 1
-2-G-0 8-0-0 14-0-0 0 17-0-0 25-0-0
2-0-0 8-0-0 6-0-0 3-0-0 8-G-0
Scale 1:47.4
5X8
4.00 F12 3x6 11
6 7
3x6
3x6 5
4
2x4
3
2 LE
3x6 11 10 9
3x6 3x6 3x6 3x6
12-0-0 17-0-0 25-0-0
12-0-0 5-0-0 M-0
Plate Offsets(X,Y): f6:0-5-4,0-2-81
LOADING(pso SPACING 2-0-0 CS1 DEFIL in (loc) I/defl L/d PLATES GRIP
TCLIL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) -0.51 2-10 >581 240 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -0.75 2-10 >396 180
BCLL 10.0 Rep Stress Incr YES WS 0.77 Horz(TL) -0.07 8 n/a n/a
BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight:131 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-5-9 oc purlins, except end verticals.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 3-8-6 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-8
REACTIONS (lb/size) 8=1032/0-3-8,2=1161/0-3-8
Max Horz2=552(load case 3)
Max Uplift8=-934(load case 3),2=-1025(load case 3)
FORCES (lb)-Maximum Compression/Maximum Tension
TOPCHORD 1-2=0/34,2-3=-2240/2196,3-4=-1779/1601,4-5=-1712/1616,5-6=-1065/1081,6-7=-62153,7-8=-208/298
BOTCHORD 2-11=-2523/2082,10-11=-2523/2082,9-10=-1519/1366,8-9=-ll09/1022
WEBS 3-1 0=-542/950,5-1 0=-514/659,5-9=-64917 63,6-9=-578/670,6-8=-1 186/1305
JOINT STRESS INDEX
2=0.76,3=0.36,4=0.77,5=0.34,6=0.81,7=0.49,8=0.50,9=0.30,10=0.37 and 11=0.97
NOTES
1)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=4.2psf;BCDL=3.Opsf-,Category 11;Exp C;partially;MWFRS gable end
zone and C-C Extenor(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and
for MWFRS for reactions specified.
2)Provide adequate drainage to prevent water ponding.
3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 934 lb uplift at joint 8 and 1025 lb uplift at
joint 2.
LOAD CASE(S) Standard
Txuss Design Engineer:LwN-rence A.Paine,PE
Florida PE No.21475
Blilders Firstkaine-Florda,LLC
6550 Roosevelt Blvd.Jacksonville,FL 32244
June 10,2004
Warning-Verity design parameters and READ NOTES ON T
HIS AND INCLUDED MITEK REFERENCE PAGE M111-7473 BEFORE USE
This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek con—tors.
Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing.is the
responsibility of building designer and/or contractor per ANSI i TPI I as referenced by the building code. For general guidance regarding storage,delivery,erection
and bracing,consult BCSI-1 orHIB-91 Handling Installing and Bracing Recommendation availablefrom theWoodTruss Council ofAmerica,I WTCA Center,
6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 LlFirstSource-
Job Truss Truss Type Qty Ply Beaches Habitat Lot 2
A 177245
J77468 T08 MONO HIP 4 1
Job Reference(optional)
Builders First Source,Jacksonville Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Fri Jun 04 08:50:01 2004 Page 1
-2-0-0 8-0-0 14-0-0 101 21-0-0 25-0-0
2-0-0 B-0-0 6-0-0 7-0-0 4-0-0
5x8 2x4 Scale 1:52�O
4.00 F1 2 6 7
3x6
3x6 5
4
2x4
cTl
3
2
F-
3x6 11 10 9 8
4x6 3x6 3x6
3x6
i 12-0-0 21-0-0 25-0-0
12-0-0 9-0-0 4-0-0
Plate Offsets(X,Y): [6:0-5-4,0-2-81,[11:0-3-0,Edge]
LOADING(pso SPACING 2-0-0 CS1 DEFIL in (loc) Ildefl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.70 Vert(LL) -0.49 2-10 >608 240 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.71 2-10 >415 180
BCLL 10.0 Rep Stress Incr YES WB 0.57 Horz(TL) -0.07 8 n/a n/a
BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight:137 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 3-5-8 oc puffins, except end verticals.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 3-7-5 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS I Row at mic1pt 7-8,5-9,6-8
REACTIONS (lb/size) 8=1032/0-3-8,2=1161/0-3-8
Max Horz2=667(load case 3)
Max Uplift8=-964(load case 3),2=-995(load case 3)
FORCES (lb)-Maximum Compression/Maximum Tension
TOPCHORD 1-2=0/34,2-3=-2237/2110,3-4=-1 801/1555,4-5=-1 706/1570,5-6=-591/491,6-7=-3/4,7-8=-57/95
BOTCHORD 2-11=-2577/2076,10-11=-2577/2076,9-10=-1650/1387.8-9=-591/521
WEBS 3-10=-500/885,5-10=-457/681,5-9=-1055/1283,6-9=-653/770,6-8=-1077/1225
JOINT STRESS INDEX
2=0.71,3=0.33,4=0.55,5=0.40,6=0.79,7=0.25,8=0.51,9=0.38,10=0.38 and 11=0.75
NOTES
1)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=4.2psf;BCDL=3.Opsf;Category It;Exp C;partially;MWFRS gable end
zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and
for MWFRS for reactions specified.
2)Provide adequate drainage to prevent water poncling.
3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 964 lb uplift at joint 8 and 995 lb uplift at
joint 2.
LOAD CASE(S) Standard
Truss Design Engineer:Lamrrence A.Paine,PE
Florida PE No.2147 5
Builders FiTstSource-Florida,LLC
6550 Roose�-lt Blvd.Jacksoni-ille,FL 32244
June 10,2004
Warning-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 BEFORE USE
This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors.
Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is th a
and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,I WTCA Center,
6300 Enterprise Lane,Madison,At 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 IqFirstSource
responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection
Symbols Numbering System General Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
3/�' *Center plate on joint unless. Damage or Personal Injury
dimensions indicate otherwise. I. Provide copies of this truss design to the
Dimensions are in inches.Apply building designer,erection supervisor,property
plates to both sides of truss and owner and all other interested parties.
securely seat.
J2 J3 J4 2. Cut members to bear tightly against each
14' C2 TOP CHORDS C3 other.
is 3. Place plates on each face of truss at each
joint and embed fully.Avoid knots and wane
3. at joint locations.
0 5 'P
M -11 0
U M 4� Unless otherwise noted,locate chord splices
n� U U
0 VA a- at 1A panel length(±6"from adjacent joint.)
ca C6 0
For 4 x 2 orientation,locate BOTTOM CHORDS 5. Unless otherwise noted,moisture content of
lumber shall not exceed 19%at time of fabrication.
plates 1/8"from outside edge 1 J8 J7 J6
of truss and vertical web. 6. Unless expressly noted,this design is not
applicable for use with fire retardant or
preservative treated lumber.
*This symbol indicates the
required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Comber is a non-structural consideration and
connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator,General
FARTHEST TO THE LEFT. practice is to comber for dead load deflection.
WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type,size and location dimensions
PLATE SIZE shown indicate minimum plating requirements,
The first dimension is the width 9� Lumber shall be of the species and size,and
4 x 4 perpendicular to slots.Second in all respects,equal to or better than the
dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified.
to slots, BOCA 96-31,96-67 10,Top chords rnust be sheathed or purlins
ICBO 3907,4922 provided at spacing shown on design.
I I.Bottom chords require lateral bracing at 10
LATERAL BRACING SBCCI 9667,9432A ft.spacing,or less,if no ceiling is installed,
Indicates location of required WISC/DILHR 960022-W,970036-N unless otherwise noted.
continuous lateral bracing, NER 561 12,Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13.Do not overload roof or floor trusses with
stacks of construction materials.
BEARING
14.Do not cut or alter truss member or plate
Indicates location of joints at without prior approval of a professional
<C\ which bearings(supports)occur. RM11,13 engineer.
VNV--q VW- --q 15.Care should be exercised in handling,
erection and installation of trusses.
EE
MiTek Engineering Reference Sheet. Mll-7473 1993 MiTek(k�Holdings,Inc.
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH FL 32233
C E R T I F I C A T E 0 F 0 C C U P A N C Y
P E R M A N E N T
Issue Date . . . . . . S/19/OS
Parcel Number . . . . . 172144-0000- -
Property Address . . . 1525 RICHARDSON LN
ATLANTIC BEACH FL 32233
Subdivision Name . . .
Legal Description . . .
Property Zoning . . . . TO BE UPDATED
Owner . . . . . . . . . BEACHES HABITAT
Contractor . . . . . . BEACHES HABITAT
904 241-1222
Application number 04-00028609 000 000
Description of Work TWO FAMILY RESIDENCE
Construction type . . .
Occupancy type . . . .
Flood Zone . . . . . .
Approved . . . . . . .
Buil-61ng Off i6ial
VOID UNLESS SIGNED BY BUILDING OFFICIAL
Building,
Planning &
Zoning
Inspection CITY OF ATLANTIC BEACH
Department CERTIFICATE OF OCCUPANCY WORKSHEET
Date Requested:
Contractor Name:
2 %
Permit
Property Address:
Legal Description;
6;) )
Improvements to the above-described property have been completed in accordance
with the terms of the permit and are certified to be ready for occupancy as:
13 Single-Family Residence
F� Commercial
[E,--"Other:
Lowest Floor Elevation:
Required As Built
The following must be completed before issuing Certificate of Occupancy:
Department Date Notified Date Approved Approved By
Fire Dept.
Public Works n e.-o
Public Utilities aZ� r\r
Planning Dept. 5 - .)--7-0,
62
Building Dept. 0
Final Survey with FFE Yes F-1 No
All Re-Inspect Fees Paid U;4�Yes El No
Page I of I
Jones, Cathy
.......--------
From: Kaluzniak, Donna
Sent: Thursday, May 26, 2005 3:51 PM
To: Jones, Cathy
Cc: Walker, Chris; Clemons, Malcolm
Subject: RE: FINAL FOR CO FOR 1525/27 RICHARDSON LN, BEACHES HABITAT THANKS!
Cathy, CO approved. No irrigation systems or wells, so no backflow needed. PW inspector inspected
construction of new sewer line and services, TV tapes, as-builts and DEP clearance received. -Donna
From: Jones, Cathy
Sent: Thursday, May 26, 2005 3:48 PM
To: Kaluzniak, Donna
Subject: FINAL FOR CO FOR 1525/27 RICHARDSON LN, BEACHES HABITAT THANKS!
5/27/2005
Page I of I
Schlueter, Jennifer
From: Kaluzniak, Donna
Sent: Tuesday, May 17, 2005 11:05 AM
To: Schlueter, Jennifer; Carper, Rick; Deming, James; Nodine, Phil; Walker, Chris
Subject: RE: Finals for CO's
Jenny, No CO yet for utilities. Am awaiting the DEP clearance for the new sewer line they installed. Also, have
not seen the TV tapes/records nor the as-built drawings. DEP clearance is the most important, though--not
allowed to use the line until we have it or we could get fined. Thanks, Donna
----------------
From: Schlueter, Jennifer
Sent: Tuesday, May 17, 2005 10:39 AM
To: Kaluzniak, Donna; Carper, Rick; Deming, James; Nodine, Phil; Walker, Chris
Subject: Finals for CO's
Hello all,
Paul Finley of Beaches Habitat has requested his final inspection for CO's at 1525 and 1527 Richardson Lane.
Permit Vs are 04-28609 and 04-28610. Beaches Habitats number is 241-1222.
Thanks,
Jenny
5/17/2005
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 04-00028609 Date 8/09/04
Property Address . . . . . . 1525 RICHARDSON LN
Tenant nbr, name . . . . . . NEW DPLX/RAD1105/SRCH1105
Application description . . . TWO FAMILY RESIDENCE
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 59503
Owner Contractor
--- --------------------- ------------------------
BEACHES HABITAT BEACHES HABITAT
P.O. BOX 50939
ATLANTIC BEACH FL 32233 JAX 13EACH FL 32240
(904) 241-1222
------------------------------------------------------------ ----------------
Permit . . . . . . BUILDING PERMIT
Additional desc . .
Permit Fee . . . . . 00 Plan Check Fee . 00
Issue Date . . . . 8/06/04 Valuation . . . . 59503
Expiration Date . . 2/03/05
----------------------------------------------------------------------------
Other Fees . . . . . . . . . CITY RADON SURCHARGE . 27
CAPITAL IMPROVEMENT 325 . 00
ST CONSTRUCTION SURCHARGE 4 . 97
AB CONSTRUCTION SURCHARGE . 55
STATE RADON SURCHARGE 5 .24
SEWER IMPACT FEES 1250 . 00
WATER IMPACT FEE 370 . 00
WATER. CONNECT/METER ONLY 85 . 00
WATER CROSS CONNECTION 35 . 00
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total . 00 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Other Fee Total 2076 . 03 2076 . 03 . 00 . 00
Grand Total 2076 . 03 2076 . 03 . 00 . 00
PEJLMIT IS APPROVED ONLY IN CCO ANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING
Q 6-.� C 0 CX
BUILDING OFFICIAL
CITY OF ATLANTIC BEACH
PERMIT CALCULATION SHEET
-TT
Date:
Address te'p-raod
Heated Square Footage //O-r @ S 5 2— per sq ft = $ f(a 0
Garage @ S per sq ft = S
Carport Porch @ S —persqft = $ 97 3 G
Deck @S per sq ft = S
Patio per sq ft = S
TOTAL VALUATION:
Total Valuation
ist $
Remaining Value $ per thousand
or portion thereof
CONSTRUCTION TYPE:7M7 TOTAL BUILDING FEE $
ZONING: fl I— + 1/2 Filing Fee $
FLOOD ZONE. —)!� ( ) Fireplaces@ $35.00 S
IMPERVIOUS SURFACE:
2�0
7—
BUILDING PERNIIT FEE $
WATER IMPACT FEE $
SEWER INVACT FEE $
WATER N1ETER/TAP $
CAPITAL INIPROVENMNT$ 125—
SEWER TAP S — 0
C Q10 I) RADON HRS .0050 S
SECTION H PAVING ( ) $
CROSS CONNECTION $
ST(tloS') SURCHARGE $
OTHER $
GRAND TOTAL DUE: $
1/13/03
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
7-5826
INSPECTION PHONE LINE 24
Application Number . . . . . 04-00028609 Date 11/11/04
Property Address . . . . . . 1525 RICHARDSON LN
Tenant nbr, name . . . . . . NEW DPLX/PAD1105/SRCM1105
Application description . . . TWO FAMILY RESIDENCE
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 59503
Owner Contractor
------------ ------------ ---------- --------------
13EACHES HABITAT BEACHES HABITAT
P.O. BOX 50939
ATLANTIC BEACH FL 32233 JAX BEACH FL 32240
(904) 241-1222
--- --- ----------------------------------------------------------------------
Permit . . . . . . MECHANICAL PERMIT
Additional desc NEW HVAC
Sub Contractor OCEAN STATE HEAT & AIR
Permit Fee . . . . 71 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Fee summary Charged Paid Credited Due
---------- ------- ---------- ---------- -- -------- ----------
Permit Fee Total 71 . 00 71 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 71 . 00 71 . 00 . 00 . 00
pERMIT IS AppROVED ONLy IN ACCORDANCE WITH ALL Crry OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUELDINGZ,,,, .
�: 1 10
BUILDING OMCLAL
2,
CITY OF ATLANTIC BEACH
MECHANICAL PERMIT APPLICATION
oil Date:
Property Address: aw
Owner: -9e-4e—A1,,S Telephone
Contractor: i�57cpqw S-7-4 Telephone 4X Jr/
Contractor Address: Zk'Zr C- Fax 19X00
In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance
with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of
good practice listed therein.
Type of Heating Fuel- If other construction is being done on this building
or site,list the building permit number:
Electric
• Gas: —LP —Natural —Central Utility t-44
• Oil
• Other—Specify
MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK
�k Heat —Space —Recessed )�Central —Floor )L Residential
Q1, Air Conditioning: —Room -Uk Central 'ro
V- Duct System: Materialoj- 0 Commercial
40@4Whickness 4A
• Refrigeration Maximum capacify &o-o cfin New Building
• Cooling Tower: Capacity gpm 0 Existing Building
• Fire Sprinklers:Number of Heads
L3 Elevator: —- Manlift Escalator_(Number) 0 Replacement of Existing System
C3 Gasoline Pumps —(Number)
E3 Tanks _(Number) New Installation
• LPG Containers (Number) (No system previously installed)
• Unfired Pressure Vessel Q Extension or Add-on to Existing System
• Boilers
(a Gas Piping 0 Other-Specify
El Other-Specify
LIST ALL EQUIPMENT
AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSORIS Approving
Number Units Description Model# Manufacturer Ton's Agency
o C-
HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving
Number Units Description Model# Manufacturer BTU's Agency
2
JANKS Nominal Capacity Type Liquid Serial Approving
How Many &Dimensions Contained Manufacturer No. Agency
800 Seminole Road- Atlantic Beach, Florida 32233-5445
Phone: (904)247-5800- Fax: (904)247-5845- http://www.ei.atlantic-beach.fl.us
800 SEMINOLE ROAD,ATLANTIC BEACH,FLORIDA 32233 CITY OF ATLANTIC
FAX(904)247-5845 BEACH
ftx
TO.. Paul Finley(Beaches Habitat) From: Robin
Fam (904)241-4310 Paqw. 2(induding cover sheet)
Phone: N/A Date: 9/21/2004
Re.- 1525 Richardson Lane CC: N/A
0 Urgent [I For Review 0 Please Comment 0 Please Reply 0 Please Recycle
e Comments. DEMOLITION PERMIT PER YOUR REQUEST.
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 04-00028489 Date 9/21/04
Property Address . . . . . . 1525 RICHARDSON LN
Tenant nbr, name . . . . . . DEMO RESIDENCE
Application description . . . DEMOLITION
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
Owner Contractor
------------------------ ------------------------
BEACHES HABITAT REALCO WRECKING CO.
8707 SOMERS ROAD
JACKSONVILLE FL 32226
(9 04) 75 7-73 11
----------------------------------------------------------------------------
Permit . . . . . . DEMOLITION PERMIT
Additional desc . .
Permit Fee . . . . 100 . 00 Plan Check Fee . 00
Issue Date . . . . 6/17/04 Valuation . . . . 0
Expiration Date 12/14/04
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 100 . 00 100 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 100 . 00 100 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING
CODES.
BUI DfNG OF
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 04-00028609 Date 9/01/04
Property Address . . . . . . 1525 RICHARDSON LN
Tenant nbr, name . . . . . . NEW DPLX/RAD1105/SRCH1105
Application description . . . TWO FAMILY RESIDENCE
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 59503
Owner Contractor
------------------------ --------------------------
BEACHES HABITAT BEACHES HABITAT
P.O. BOX 50939
ATLANTIC BEACH FL 32233 JAX BEACH FL 32240
(904) 241-1222
----------------------------------------------------------------------------
Permit . . . . . . PLUMBING PERMIT
Additional desc 11 FIXTURES
Sub Contractor ADVANTAGE PLUMBING
Permit Fee . . . . 112 . 00 Plan Check Fee . 00
Issue Date . . . . valuation . . . . 0
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 112 . 00 112 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 112 . 00 112 . 00 . 00 . 00
PERNCT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING
CODES.
C
BUILDING OFFICIAL
T
CITY OF ATLANTIC BEACH
PLUMBING PERMIT APPLICATION
Date:
Property Address: 2-1— 1&_ht
Owner: &14/1 E� 81'10 Telephone#: '?P&/—
Contractor: vg'A�m 6i�;- Aafi I A a Telephone 7
Contractor Address:
_Z,�,S,Z IV I Fax#:
In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in
accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach
ordinance and standards of good practice listed therein.
Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing
Code.
Plumbing Type: If other construction is being done on this building or site,
�Y_ New list the building permit number:
a Re-Pipe OAI_ POC:)Z A��
f
Number of Fixtures:
Bath Tubs Showers
Closets Shower Pans
Dishwashers Sinks
Disposals Urinals
Floor Drains Washing Machine
Lavatory Water
Sewer Water Heaters
Other
Fees
Permit Issuing Fee: $35.00
Total Fixtures: X$7.00 + $35.00
800 Seminole Road -Atlantic Beach, Florida 32233-5445
Phone: (904)247-5800 - Fax: (904) 247-5845- http:llwww.ci.atiantic-beach.fl.us
Revised 1104
DEPARTMENT OF PUBLIC WORKS
1200 SANDPIPER LANE
ATLANTIC BEACH,FLORIDA 32233-4318
-5834
ao� TELEPHONE:(904)247
FAX: (904)247-5843
SUNCOM: 852-5834
-beach. us
http://ci.atlantic fI
PLAN REVIEW COMMENTS FROM THE
PUBLIC UTILITIES DEPARTMENT
Permit Application # �R(3(IjOq
Applicant:
Address:
Proj,ect:
"I I'- Your application is approved as noted by the Public Utilities Department. Final
application approval must come from the Building Department.
a Your permit application has been reviewed by the Public Utilities Department and the
following items need attention:
7-a -A� �UI667 4Cc2U&465 n�d L-kip
e c W A 0 I'a V)
(!/eai&4kj:c /-/'/f 1)eecl A be
'2 e- '09 /-A '/"�-?e - P A
'4��aly�4 r 14��e5�s It4 2T-42CJ
e%,-
_,4
a
Please submit these require-men S Ito the Public Utilities Department, 1200 Sandpiper Lane,
Atlantic Beach, FL 32233 in order that we can approve your application. If you have any
questions please call (904) 247-5834.
Revie=::��tilities Director
Date
Signature
Contractor Notified Date
DEPARTMENT OF PUBLIC WORKS
1200 SANDPIPER LANE
ATLANTIC BEACH,FLORIDA 32233-4318
TELEPHONE: (904)247-5834
FAX: (904)247-5843
SUNCOM: 852-5834
http://ci.atlantic-beach.fl.us
PLAN REVIEW COMMENTS FROM THE
PUBLIC W�DEPARTMENT
Permit Application # 00(P
r-L
Applicant: xAC
Address: �52� P42�6-1ru'rCA
Project: �J Tvi .i)U Pp- L- ei---V
a Your application is approved as noted by the Public Works Department.
Final application approval must come from the Building Department.
u Your permit application has been reviewed by the Public Works Department and the
following items need attention:
Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane,
Atlantic Beach, FL 32233 in order that we can approve your application. If you have any
questions,please call (904) 247-5834.
Reviewed by Rick Carper, P.E., Public Works Director
Date
Signature
Contractor Notified Date
CITY OF ATLANTIC BEACH C2�DJ
BUILDING / ZONING DEPARTMENT L Himin
800 Seminole Road .�DoeP
Atlantic Beach,Florida 32233
(904)247-5800
(904)247-5845 Fax
PLAN REVIEW COMMENTS
t'w /-M I %
Permit Application # L
Property Address: z—
Applicant:
Project:
This pprinit application has been:
li/ Approved
71 Reviewed and the following items need attention:
Please re-submit yoi;
application when these items have been completed.
'Jy
Reviewed By: Date: 7,&1,)
Lot 2, Duplex, Right
H VA C Load Calculations
for
Beaches Habitat
P.O. Box 50939
Jacksonville Beach, FL 32240
EL im-�
Im-w?H VA CHftVsA1TKLK.TA`.,
Pre dB
n Jones
Ocean State Heatin a 0ioning
147%Atl tic Blvd.
Neptune ead FL 32266
(904)24 -8251
Saturday, M 29,2004
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Ocean State Htg&A/C Lot 2, Duplex,Right
Neptune Beach, FL 32266-1798 Page 2
Project Report
General Project Information
Project Filename: C:\Elite\Rhvacw\Projects\Beaches Habitat\Lot 2-Duplex-R-1 105.rhv
Project Title: Lot 2, Duplex, Right
Designed By: Ocean State Heating &Air Conditioning
Project Date: 5-28-04
Client Name: Beaches Habitat
Client Address: P.O. Box 50939
Client City: Jacksonville Beach, FL 32240
Company Name: Ocean State Heating and Air Conditioning
Company Representative: Glenn Jones
Company Address: 1476 Atlantic Blvd.
Company City: Neptune Beach, FL 32266
Company Phone: (904)249-8251
Company Fax: (904) 249-8949
Company Comment:
Design Data
Reference City: Jacksonville, Florida
Daily Temperature Range: Medium
Latitude: 30 Degrees
Elevation: 26 it.
Altitude Factor: 0.999
Elevation Sensible Adj. Factor: 1.000
Elevation Total Adj. Factor: 1.000
Elevation Heating Adj. Factor: 1.000
Elevation Heating Adj. Factor: 1.000
Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference
Winter: 32 0 0 72 0
Summer: 94 77 50 75 48
Check Figures
Total Building Supply CFM: 679 (4.6 AC/hr) CFM Per Square ft.: 0.615
Square ft. of Room Area: 1,105 Square ft, Per Ton: 684
Building Loads
Total Heating Required With Outside Air: 20,290 Btuh 20.290 MBH
Total Sensible Gain: 14,930 Btuh 85 %
Total Latent Gain: 2,614 Btuh 15 %
Total Cooling Required With Outside Air: 17,544 Btuh 1.46 Tons(Based On Sensible + Latent)
1.62 Tons (Based On 77%Sensible Capacity)
Notes
Calculations are based on 7th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
C:\Elite\Rhvacw\Projects\Beaches Habitat\Lot 2-Duplex-R-1 105.rhv Saturday, May 29, 2004, 11:08 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Ocean State Htg&A/C Lot 2, Duplex, Right
Neptune Beach, FL 32266-1798 Page 3
To-la-1 Building Summary Loads
Component Area Sen Lat Sen Total
Description Quan Loss Gain Gain Gain
3C Window Double Pane Clear Glass Metal Frame 110 3,190 0 4,010 4,010
11C Door Metal Polystyrene Core 38 714 0 403 403
12C Wall R-1 1 + 1/2" Gypsum(R-0.5) 568 2,045 0 1,155 1,155
13C Part R-1 1 + 112" Gypsum(R-0.5) 120 238 0 173 173
16G Ceiling Under Vent. Attic- R-30 Insulation 1105 1,458 0 1,568 1,568
22A Slab on Grade No Edge Insulation 106 3,435 0 0 0
Subtotals for structure: 11,080 0 7,309 7,309
People: 3 690 900 1,590
Equipment: 0 3,000 3,000
Lighting: 0 0 0
Ductwork: 3,381 0 21489 2,489
Infiltration: Winter CFM: 133, Summer CFM: 59 5,829 1,924 1,232 3,156
Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0
Sensible Gain Total: 14,930
Temperature Swing Multiplier: X 1.00
Total Building Load Totals: 20,290 2,614 14,930 17,544
Check Figures
Total Building Supply CFM: 679 (4.6 AC/hr) CFM Per Square ft.: 0.615
Square ft. of Room Area: 1,105 Square ft. Per Ton: 684
Building Loads
Total Heating Required With Outside Air: 20,290 Btuh 20.290 MBH
Total Sensible Gain: 14,930 Btuh 85 %
Total Latent Gain: 2,614 Btuh 15 %
Total Cooling Required With Outside Air: 17,544 Btuh 1.46 Tons (Based On Sensible+Latent)
1.62 Tons (Based On 77%Sensible Capacity)
Notes
Calculations are based on 7th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
C:\Elite\Rhvacw\Projects\Beaches Habitat\Lot 2-Duplex-R-1 105.rhv Saturday, May 29, 2004, 11:08 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Ocean State Htg&A/C Lot 2, Duplex, Right
Neptune Beach,FL 32266-1798 Page 4
System I SummaryLoads
Component Area Sen Lat Sen Total
Description Quan Loss Gain Gain Gain
3C Window Double Pane Clear Glass Metal Frame 110 3,190 0 4,010 4,010
11C Door Metal Polystyrene Core 38 714 0 403 403
12C Wall R-1 1 + 1/2" Gypsum(R-0.5) 568 2,045 0 1,155 1,155
13C Part R-1 1 + 112" Gypsum(R-0.5) 120 238 0 173 173
16G Ceiling Under Vent. Attic - R-30 Insulation 1105 1,458 0 1,568 1,568
22A Slab on Grade No Edge Insulation 106 3,435 0 0 0
Subtotals for structure: 11,080 0 7,309 7,309
People: 3 690 900 1,590
Equipment: 0 3,000 3,000
Lighting: 0 0 0
Ductwork: 3,381 0 21489 2,489
Infiltration: Winter CFM: 133, Summer CFM: 59 5,829 1,924 1,232 3,156
Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0
Sensible Gain Total: 14,930
Temperature Swing Multiplier: X 1.00
System 1 Load Totals: 20,290 2,614 14,930 17,544
Check Figures
Supply CFM: 679 (4.6 AC/hr) CFM Per Square it.: 0.615
Square ft. of Room Area: 1,105 Square ft. Per Ton: 684
System Loads
Total Heating Required With Outside Air: 20,290 Btuh 20.290 MBH
Total Sensible Gain: 14,930 Btuh 85 %
Total Latent Gain: 2,614 Btuh 15 %
Total Cooling Required With Outside Air: 17,544 Btuh 1.46 Tons (Based On Sensible+ Latent)
1.62 Tons (Based On 77%Sensible Capacity)
Notes
Calculations are based on 7th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
C:\Elite\Rhvacw\Projects\Beaches Habitat\Lot 2-Duplex-R-1 105.rhv Saturday, May 29, 2004, 11:08 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Ocean State Htg&A/C Lot 2, Duplex,Right
Neptune Beach, FL 32266-1798 Page 5
System I Room Load Summary
Htg Htg Run Run Clg Clg Cig Zone Clg Air
Room Area Sens Nom Duct Duct Sens Lat Norn Adj Adj Sys
No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM
---Zone 1---
1 Owner's 169 2,388 31 1-5 595 1,782 655 81 1.00 81 81
2 Bed 2 144 3,140 41 1-5 529 1,584 425 72 1.00 72 72
3 Laundry/Mech 116 2,102 27 1-6 506 2,182 234 99 1.00 99 99
4 0. Bath 42 66 1 1-4 38 72 0 3 1.00 3 3
5 Bath 2 77 122 2 1-4 68 131 0 6 1.00 6 6
6 Bed 3 120 2,496 32 1-5 633 1,898 195 86 1.00 86 86
7 Dining 115 4,372 57 2-5 581 2,681 455 122 1.30 159 122
8 Living 203 5,416 70 1-6 601 2,237 650 102 1.16 118 102
9 Kitchen 119 188 2 1-6 548 2,363 0 108 1.00 108 108
System 1 total 1,105 20,290 264 14,930 2,614 679 732 679
System 1 Main Trunk Size: 16 in.
Velocity: 487 ft./min
Loss per 100 ft.: 0.040 in.wg
Cooling System Summary
Cooling Sensible/Latent Sensible Latent Total
Tons Split Btuh Btuh Btuh
Net Required: 1.46 85%/ 15% 14,930 2,614 17,544
Recommended: 1.62 77%/23% 14,930 4,460 19,390
C:\Elite\Rhvacw\Projects\Beaches Habitat\Lot 2-Duplex-R-1 105.rhv Saturday, May 29, 2004, 11:08 AM
FORM 60OA-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: Lot 2-Duplex-R-1 105 Builder: Beaches Habitat
Address: Lot: 2, Sub: , Plat: Permitting Office: Atlantic Beach
City, State: Permit Number:
Owner: Jurisdiction Number:
Climate Zone: North
I. New construction or existing New - 12. Cooling systems
2. Single family or multi-family Multi-family - a. Central Unit Cap:20.7 kBtu/hr
3. Number of units,if multi-family I - SEER: 10.00
4. Number of Bedrooms 3 - b. N/A
5. Is this a worst case? Yes -
6. Conditioned floor area(ft2) 1105 ft2 c. N/A
7. Glass area&type Single Pane Double Pane -
a. Clear glass,default U-factor 0.0 ft2 I 10.0 ft2 _ 13. Heating systems
b. Default tint 0.0 ft2 0.0 ft2 - a. Electric Heat Pump Cap:22.8 kBtu/hr
c. Labeled U or SHGC 0.0 ft2 0.0 ft2 HSPF:7.00
8. Floor types - b. N/A
a. Slab-On-Grade Edge Insulation R=0.0, 106.0(p)ft -
b. N/A - c. N/A
c. N/A
9. Wall types - 14. Hot water systems
a. Frame,Wood,Exterior R=11.0,568.0 ft2 _ a. Electric Resistance Cap:40.0 gallons
b. Frame,Wood,Adjacent R=11.0, 120.0 ft2 _ EF:0.92
c. N/A - b. N/A
d. N/A -
e. N/A c. Conservation credits
10. Ceiling types - (HR-Heat recovery,Solar
a. Under Attic R=30.0, 1105.0 ft' - DHP-Dedicated heat pump)
b. N/A - 15. HVAC credits
c. N/A (CF-Ceiling fan,CV-Cross ventilation,
11. Ducts - HF-Whole house fan,
a. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0,25.0 ft _ PT-Programmable Thermostat,
b.N/A MZ-C-Multizone cooling,
MZ-H-Multizone beating)
Glass/Floor Area: 0.10 Total as-built points: 17595 PASS
Total base points: 19517
I hereby certify that the plans and specificat' n covered Review of the plans and
by this calculation are in comp46-w&%"i" th --spacfffications covered by this
t"�"
ation ir
Energy Code. calculation indicates compliance
Z z
wi
PREPARED BY: Ocea tate I ::ones with the Florida Energy Code.
c
e construction is completed 1004
DATE: this building will be inspected for 0 21
I hereby certify that this bu'�ing, as designed, is in compliance with Section 553.908
compliance with the Florida nergy Code. Florida Statutes.
OWNER/AGENT: BUILDING OFFICIAL:
DATE: DATE: 97'_� -tg
EnergyGauge@(Version: FLRCPB v3.30)
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: Lot: 2, Sub: , Plat: . . . PERMIT#:
FGLASS TYPES BASE AS-BUILT
F 1
.18 X Conditioned X BSPM Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points
.18 1105.0 20.04 3986.0 Double,Clear NW 1.0 6.0 15.0 25.97 0.97 378.9
Double,Clear NW 1�0 6.0 15.0 25.97 0.97 378.9
Double,Clear NE 1.0 6.0 15.0 29�56 0.97 430.7
Double,Clear NE 1.0 6.0 15.0 29.56 0.97 430.7
Double,Clear SE 6.0 5.5 20.0 42.75 0.48 408.7
Double,Clear SE 1.0 6.0 30.0 42.75 0.96 1231.4
As-Built Total, 110.0 3259.2
WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Adjacent 120.0 0.70 84.0 Frame,Wood, Exterior 11.0 568.0 1.70 965.6
Exterior 568.0 1.70 965.6 Frame,Wood,Adjacent 11.0 120.0 0.70 84.0
Base Total: 688.0 1049.6 As-Built Total: 688.0 1049.6
DOOR TYPES Area X BSPM = Points Type Area X SPM = Points
Adjacent 0.0 0.00 0.0 Exterior Insulated 38.0 4.10 155.8
Exterior 38.0 6.10 231.8
Base Total: 38.0 231.8 As-Built Total: 38.0 155.8
CEILINGTYPES Area X BSPM = Points Type R-Value Area X SPMXSCM = Points
Under Attic 1105.0 1.73 1911.7 Under Attic 30.0 1105.0 1.73X1.00 1911.7
Base Total: 1105.0 1911.7 As-Built Total: 1105.0 1911.7
FLOORTYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Slab 106.0(p) -37.0 -3922.0 Slab-On-Grade Edge Insulation 0.0 106.0(p -41.20 -4367.2
Raised 0.0 0.00 0.0
Base Total: -3922.0 As-Built Total: 106.0 -4367.2
INFILTRATION Area X BSPM = Points Area X SPM = Points
1105.0 10.21 11282.0 1105.0 10.21 11282.0
EnergyGauge@ DCA Form 60OA-2001 EnergyGauge@)/FlaRES'2001 FLRCPI3 v3.30
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: Lot: 2, Sub: ,' Plat: . . . PERMIT #:
BASE AS-BUILT
Summer Base Points: 14539.1 Summer As-Built Points: 13291.1
Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
(DM x DSM x AHU)
13291.1 1.000 (1.090xl.147xO.86) 0.341 1.000 4902.9
14539.1 0.4266 6202.4 13291.1 1.00 1.081 0.341 1.000 4902.0.7
EnergyGaugeTll DGA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCPB v3.30
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
[ADDRESS: Lot: 2, Sub: , Plat: . . . PERMIT#:
BASE AS-BUILT
GLASS TYPES
.18 X Conditioned X I3WPM Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Polint
.18 1105.0 12.74 2534.0 Double,Clear NW 1.0 6.0 15.0 24.30 1.00 364.5
Double,Clear NW 1.0 6.0 15.0 24.30 1.00 364.5
Double,Clear NE 1.0 6.0 15.0 23.57 1.00 353.8
Double,Clear NE 1.0 6.0 15.0 23.57 1.00 353.8
Double,Clear SE 6.0 5.5 20.0 14.71 2.02 594.0
Double,Clear SE 1.0 6.0 30.0 14.71 1.04 458.1
As-Built Total: 110.0 2488.8
WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Adjacent 120.0 3.60 432.0 Frame,Wood, Exterior 11.0 568.0 3.70 2101.6
Exterior 568.0 3.70 2101.6 Frame,Wood,Adjacent 11.0 120.0 3.60 432.0
Base Total: 688.0 2533.6 As-Built Total: 688.0 2533.6
DOOR TYPES Area X BWPM = Points Type Area X WPM = Points
Adjacent 0.0 0.00 0.0 Exterior Insulated 38.0 8.40 319.2
Exterior 38.0 12.30 467.4
Base Total: 38.0 467.4 As-Built Total: 38.0 319.2
CEILING TYPES Area X BWPM = Points Type R-Value Area X WPMXWCM= Points
Under Attic 1105.0 2.05 2265.3 Under Attic 30.0 1105.0 2.05 X 1.00 2265.3
Base Total: 1105.0 2265.3 As-Built Total: 1105.0 2265.3
FLOOR TYPES Area X 13WPM = Points Type R-Value Area X WPM = Points
Slab 106.0(p) 8.9 943.4 Slab-On-Grade Edge Insulation 0.0 106.0(p 18.80 1992.8
Raised 0.0 0.00 0.0
Base Total: 943.4 As-Built Total: 106.0 1992.8
INFILTRATION Area X BWPM Points Area X WPM = Points
1105.0 -0.59 -651.9 1105.0 -0.59 -651.9
EnergyGauge@ DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCPB v3.30
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: Lot: 2, Sub: , Plat: . . . PERMIT#:
BASE AS-BUILT
Winter Base Points: 8091.7 Winter As-Built Points: 8947.7
Total Winter X System Heating Total X Cap X Duct X System X Credit Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
(DM x DSM x AHU)
8947.7 1.000 (1.069xl.169xO.88) 0.487 1.000 4812.5
8091.7 0.6274 5076.7 L 8947.7 1.00 1.104 0.487 1.000 4812.5
EnergyGaugeTll DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCPB v3.30
FORM 60OA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: Lot: 2, Sub: , Plat: . . . PERMIT #:
BASE AS-BUILT
WATER HEATING
Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit Total
Bedrooms Volume Bedrooms Ratio Multiplier
3 2746.00 8238.0 40.0 0.92 3 1.00 2626.61 1.00 7879.8
I As-Built Total: 7879.8
CODE COMPLIANCE STATUS
BASE AS-BUILT
Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water Total
Points Points Points Points Points Points Points Points
6202 5077 8238 19517 1 4903 4812 7880 17595
E PASS
I IiE SN'
0 WE
EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCPB v3.30
FORM 60OA-2001
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
FADDRESS- Lot: 2, Sub: , Plat: . . . PERMIT#:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area; .5 cfm/sq.ft.door area.
Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall;
foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility
penetrations;between wall panels&top/bottorn plates;between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from,and is sealed to,the foundation to the top plate.
Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members.
I EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter,penetrations and seams.
Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases,
soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate;
attic access. EXCEPTION:Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the perimeter,at penetrations and seams.
Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a
sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from
conditioned space,tested.
Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts i 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA,
have combustion air.
6A-22 OTHER PRESCRIPTIVE MEASURES(must be met or exceeded by all residences.)
COMPONENTS SECTIOP REQUIREMENTS CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit
breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required.
Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools
must have a pump timer.Gas spa&pool heaters must have a minimum thermal
efficiency of 78%.
Showerheads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically
attached,sealed, insulated,and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min.insulation.
HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system.
Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-1 1 or CBS R-3 both sides.
Common ceiling&floors R-1 1.
EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@)/F[aRES'2001 FLRCPB v3.30
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* 84.6
The higher the score,the more efficient the home.
, Lot: 2, Sub: , Plat: . . .
i New construction or existing New - 12. Cooling systems
2. Single family or multi-family Multi-family - a. Central Unit Cap:20.7 kBtu/hr
3. Number of units,if multi-family I - SEER: 10.00
4. Number of Bedrooms 3 - b. N/A
5. Is this a worst case? Yes -
6. Conditioned floor area(ft2) 1105 ft2 c. N/A
7. Glass area&type Single Pane Double Pane -
a. Clear-single pane 0.0 ft2 110.0 ft2 _ 13. Heating systems
b. Clear-double pane 0.0 ft2 0.0 ft2 _ a. Electric Heat Pump Cap:22.8 kBtu/hr
c. Tint/other SHGC-single pane 0.0 ft2 0.0 ft2 _ HSPF:7.00
d. Tint/other SHGC-double pane b. N/A
8. Floor types -
a. Slab-On-Grade Edge Insulation R=0.0, 106.0(p)ft - c. N/A
b. N/A -
c. N/A 14. Hot water systems
9. Wall types - a. Electric Resistance Cap:40.0 gallons
a. Frame,Wood,Exterior R=I 1.0,568.0 fl2 _ EF:0.92
b. Frame,Wood,Adjacent R=I 1.0, 120.0 ft2 - b. N/A
c. N/A -
d.N/A - c. Conservation credits
e. N/A (HR-Heat recovery,Solar
10. Ceiling types - DHP-Dedicated heat pump)
a. Under Attic R=30.0, 1105.0 ft2 - 15. HVAC credits
b. N/A - (CF-Ceiling fan,CV-Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts - PT-Programmable Thermostat,
a. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0,25.0 ft - MZ-C-Multizone cooling,
b. N/A MZ-H-Multizone heating)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed(or exceeded) Sr4
in this home before final inspection.Otherwise,a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature: Date:
Address of New Home: City/FL Zip: 0
*NOTE.- The home's estimated energy performance score is only available through the FLAIRES computer program.
This is not a Building Energy Rating. Ifyour score is 80 or greater(or 86for a US EPAIDOE EnergyStarTmdesignation),
your home may qualifyfor energy efficiency mortgage(EEM) incentives�fyou obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at wwwfisec.ucf edufor
information and a list ofcertifted Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of Community Affairs at 8501487-1824.
EnergyGaugeV(Version: FLRCPB v3.30)
Showman, Lisa
From: Carper, Rick
Sent: Monday, July 12, 2004 2:16 PM
To: Schlueter, Jennifer
Cc: Showman, Lisa
Subject: PW Plan Review comments
Jennifer, the following comments apply to 1515, 1571, 1525 and 1527 Richardson Lane(Building permit ap's 04-28607,
608, 609, 610):
1) Spot elevations on site plan do not show lot draining to street as required by 24-66(a)-show site regrading plan.
2) Site delta storage/volume calculations required (24-66 (b)).
Thanks for assisting with this while Lisa is on vacation.
Rick
Ricky L. Carper, P.E.
Director of Public Works/City Engineer
City of Atlantic Beach
1200 Sandpiper Lane
Atlantic Beach, FL 32233
rcarper@coab.us
Beaches Habitat
Habitat for Humanity of the Jacksonville Beaches, Inc.
June 22, 2004
Mr. Rick Carper
Public Works Director
City of Atlantic Beach
1200 Sandpiper Lane
Atlantic Beach, FL 32233
Dear Mr. Carper,
Attached is a copy of the site plan for our lots on Richardson Lane.
1. 1 have identified in red where we will be placing silt fencing to control erosion
and sediment.
2. Impervious calculations are as follows:
a. Total square footage of lot= 7,532
b. Total impervious square footage= 3,033
i. Slab=2373
ii. Walks and drive= 660
c. Percent impervious=40.3%
Please give me a call (904-241-1222) if you require any additional information.
Sincerely,
Paul Finley
Construction Manager
P.O. Box 50939 e Jacksonville Beach, Florida 32240 - (904) 241-1222
M A P 0 F
A PART OF TRACTS "A" AND "G", BLOCK 15, DONNER'S REPLAT, AS RECORDED
IN PLAT BOOK 19, PAGES 16 AND 16A OF THE CURRENT PUBLIC RECORDS OF
DUVAL COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
FOR A POINT OF BEGINNING, COMMENCE AT THE SOUTHWEST CORNER OF LOT 1
FRANCIS COVE, AS RECORDED IN PLAT BOOK 50, PAGES 67 AND 67A OF SAID
PUBLIC RECORDS; THENCE NORTH 87'19'15" WEST, ALONG A WESTERLY
EXTENSION OF THE SOUTH LINE OF SAID LOT 1. A DISTANCE OF 88.19 FEET TO
THE EAST RIGHT OF WAY LINE OF RICHARDSON LANE (A 10 FOOT ALLEY PER
PLAT, A 20 FOOT ROAD BY MONUMENT AND POSSESSION); THENCE NORTH
00*38'45" WEST, ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 82.92
FEET; THENCE SOUTH 8936'00" EAST, A DISTANCE OF 92.00 FEET TO THE
WEST LINE OF LOT 2, FRANCIS COVE REPLAT, AS RECORDED IN PLAT BOOK 52,
PAGES 49 AND 49A OF SAID PUBLIC RECORDS; THENCE SOUTH 01'40'45"
WEST, ALONG SAID WEST LINE, A DISTANCE OF 28.27 FEET; THENCE CONTINUE
ALONG SAID WEST LINE, AND ALONG THE WEST LINE OF THE AFOREMENTIONED SCALE 1* 20'
LOT 1, FRANCIS COVE, SOUTH 02'06'19" WEST, A DISTANCE OF 58.18 FEET TO
THE POINT OF BEGINNING
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Schlueter, Jennifer
From: Kaluzniak, Donna
Sent: Thursday, July 15, 2004 9:14 AM
To: Schlueter, Jennifer
Subject: Permit applications 04-28609, 28610, 28607, 28608
cr:�� ch a Lr) .)
Jenny, Comments for each and all of these permit applications are the following:
Approved as Noted:
Sewer main will have to be extended by Beaches Habitat to provide sewer service for this duplex.
Water taps will need to be paid for.
Units will need to be individually metered.
Individual sewer cleanouts must be provided at the property line.
Reduced Pressure Zone backflow preventers must be provided if irrigation system or private well is installed or on
property.
Backflow preventers must be tested by a certified tester and a copy of the results sent to Public Utilities.
Thanks, Donna
Donna Kaluzniak
Utility Director
1200 Sandpiper Lane
Atlantic Beach, FL 32233
PH: 904-247-5834
FAX.- 904-247-5843
dkaluzniak@coab.us
Cc:
CITY OF ATLANTIC BEACH
BUILDING / ZONING DEPARTMENT L. Higgins
800 Seminole Road
Atlantic Beach,Florida 32233
(904)247-5800
(904)247-5845 Fax
r
PLAN REVIEW COMMENTS
Permit Application #0�—2 9-)(-P(:)9
Property Address:
Applicant:
Project: NIE1. T::;(—K�(=
This permit application has been:
Approved
Reviewed and the following items need attention:
Please re-submit your application when these items have been completed.
Reviewed By: Date:
Book 11874 Page 2440
5 MIN. RETURN
OHONE oc# 20%V9558-8
hok: I 18 4
Pa e: 2440
Filed & Recorded
0611612004 02:33:38 Ph
JIM FULLER
CLERK CIRCUIT COURT
DUVAL COUNTY
RECORDING $ 5.00
TRU7, 711ij, i,.00
4WiiONAL 4.00
NOTICE OF COMMENCEMENT
State of f:�L T� Tax Folio No.
County of A,
To Whom It Niay Concern:
The undersigned hereby informs,you that improvements will be made to certain real property, and in accordance with Section 713 of
the Florida Statutes,the following information is stated ' this NOTICE OF CONLIVIENICE-114ENT.
Legal Description of property being improved: -DF F 4 3L-0c.<
,1A)A)�-R (-( &P C-A7-
Address of property being improved: A e,, .4+ )a—�k'e- 4 1-'L�3
Gea.eral description of improvements:
Owner:. Address: All 'Frezj., /qj, -72-7-3s
Owner's interest in site of the improvement:
Fee Simple Titleholder(.if other than owner):
Name:
Corlitractor:
Address: 4,;,
c,-f 7 F ax No:
Telephone No.: '2-Z-
Surety(if any)
Address: Amount ofBond 5
Telephone No: Fax No:
Name and address of.any person.making a loan for the construction of theirnprovements
Name:
Address:
Phone No: Fax No:
Name of person within the State of Floridk other than hiznsel� designated by owner upon whom nefic-es or other documents may be
served: Name:
Address:
Telephone.No: Fax No:
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice is provided in Section
70.06(2)(b),Florida Statues. (Fill in at Owner's option)
Name:
Address:
CITY OF ATLANTIC BEACH
BUILDING AND PLANNING
800 SEMINOLE ROAD
ATLANTIC BEACH,FLORIDA 32233-5445
TELEPHONE: (904)247-5800
FAX:(904)247-5845
http://ci.atiantic-beach.fl.us
June 10, 2004
Paul Finley
Construction Manager
Habitat for Humanity of the Jacksonville Beaches, Inc.
1671 Francis Avenue
Atlantic Beach, Florida 32233
Re: Division of property located on Richardson Lane
Dear Paul:
The division of the subject property into two lots, as depicted on the attached survey
dated May 28, 2004, is hereby approved in accordance with the provisions of Section 24-
189 of the City's Land Development Regulations. As such, the two new parcels are
recognized-as legal Lots of Record. The approved survey must be recorded as an
addendum to any future deed transferring title of each parcel, and any future property
owner(s) will be required to submit a copy of this approved survey along with any
application for a Building Permit.
Please feel free to call me at 247-5817 with any questions.
Sincerely,
xvi'A—
St��Do err r, At'I'ClaP
Community Development Director
Enclosures File Copy -Beaches Habitat
Received tolll 5-2-oz
Issued
DEPARTMENT OF PUBLIC WORKS
1200 SANDPIPER LANE
ATLANTIC BEACH,FLORIDA 32233-43 18
TELEPHONE:(904)247-5834
FAX: (904)247-5843
SUNCOM:852-5834
http://ci.atlantic-beach.fl.us
PLAN REVIEW COMMENTS FROM THE
PUBLIC WORKS DEPARTMENT
Permit Application
Applicant: 1& bl
Address: 4/7
Proj ect: "e6L) DoaLex-
I
Your application is approved as noted by the Public Works Department.
Final application approval must come from the Building Department.
L3 Your permit application has been reviewed by the Public Works Department and the
following items need attention:
— Spot elevations on site plan do not show lot draining to
— street as required by 24-66 (a) -- show site regrading plan. '
Site delta storage / volume calculations required by
24-66 (b) .
0,?61 -7 75�olloq
Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane,
Atlantic Beach, FL 32233 in order that we can approve your application. If you have any
questions,please call (904) 247-5834.
Revi Carper, P.E., Public Works Director
Date
Signafure
Contractor Notified Date
DEPARTMENT OF PUBLIC WORKS
1200 SANDPIPER LANE
ATLANTIC BEACH,FLORIDA 32233-4318
TELEPHONE:(904)247-5834
FAX: (904)247-5843
SUNCOM:852-5834
http://ci.atlantic-beach.fl.us
PLAN REVIEW COMMENTS FROM THE
PUBLIC WORKS DEPARTMENT
Permit Application # CH- -�z� (2 0 q—
Applicant: &EkC44ES -�" O-P<77
Address:
Proj ect:
o Your application is approved as noted by the Public Works Department.
Final application approval must come from the Building Department.
Your permit application has been reviewed by the Public Works Department and the
following items need attention:
bo Ale f—
WA S: A" L.P,..4j6"f—
K 1 '5 Y - 6 6 Co-,)
d) otj a�wk D-Ef rg- vo-L"'Y�'4 G'
Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane,
Atlantic Beach, FL 32233 in order that we can approve your application. If you have any
questions,please call (904) 247-5834.
Reviewed by Rick Carper,P.E., Public Works Director
Date
Signature
Contractor Notified Date