Permit 1935 Francia Ave lq3�
.10B ADDRFM �x',A-,m , Gr e TYPE WORK
PROP=0 c,� /�� ��t M THO.NE
CONTRACTOR rn - M. THOAE
,_�j l�_r,r, .nv . o �
PERMIT NUMBER 0031 D DATE
INSPECTIONS.- FOOTING g C 6 v
bou-n c ts SLAB k-16 ab Io- 3-no TIE BE"
- �u�1
!u- 3 - 0oLINTEL- th-Z -OCA
a b 3 r b NAILLY G
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9 -as-�� FRAMWGICO;,M UP i 0-2 f o0
`o-a5-vb .INSITLATION t0-;t( -M
FLVAL BUILDING 12-1 T.,c�
CERTIFICATE OF OCCUPANCY
ET. ' =CALPERNMV dA5- , n - s, -r-�A
INSPECTIONS ROUGH
FINAL
MECHANICAL PERMIT° l�4
INSPECTIONS ROUGH I o -Z5-o v
FINAL l 7- (t
a
PLUAM"G PERAIM a oq
iMPECITONS ROUGE/ ER SLAB
TOPOUT ta Z Y-a v
WAT RISEWER o
FINAL
. �✓L-e-c ��`-cam`"z`-,\. �o a 7 5
NOTES• ---
BUILDING, PL4NNING AND ZONING INSPECTION DEPARTHENT
CITY OFATLANTIC BEACH, FLORIDA
CERTIFIC4 TE OF OCCUPAMY
WORIf SHEET
Date Requested: VaBuilding Contractor : IaO-CA�.4J �
Building Permit Number: •
Address : /435 '3itCm�Cs .
Lea-1 Description:
Improvements to the above described property have been completed
in accordance with the terms of the permit and is certified to be
ready for occupancy as
Lowest Floor Elevation:
reauired as built
BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE
DEPARTMENT DATE NOTIFIED DATE APPROVED BY
Fire
Public Works /x—��-C� � � �-i �f-csy JAL
Planning l2 L Sf-oC,
&uilding
CITY OF ATLANTIC BEACH
CERTIFICATE OF OCCUPANCY
This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure
was in compliance with the various ordinances of the City regulating building construction or use. For the following:
Address: 1935 FRANCIS AVENUE Owner: BEACHES HABITAT
ATLANTIC BEACH, FL 32233 P. O. BOX 50939
JACKSONVILLE BEACH, FL 32240
Construction Type: WOOD FRAME
Use Classification: SINGLE FAMILY
Permit Number: 20310
Date: 12/18/2000
— DON C. F RD, C.B.O. --
Post in a conspicuous space
CITY OF ATLANTIC BEACH
CERTIFICATE OF OCCUPANCY
This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure
was in compliance with the various ordinances of the City regulating building construction or use. For the following:
Address: 1935 FRANCIS AVENUE Owner: BEACHES HABITAT
ATLANTIC BEACH, FL 32233 P. O. BOX 50939
JACKSONVILLE BEACH, FL 32240
Construction Type: WOOD FRAME
Use Classification: SINGLE FAMILY
Permit Number: 20310
Date: 12/18/2000
Er--
C-
DON C. FORD, C.B.O.
Post in a conspicuous space
FLOODPLAIN DEVELOPMENT INFORMATION
Location: . f F ,.2 �kc'
Type of Development:
Flood Zone: 'k
Required Lowest Flt, G11-4 of ell
G��o
If buildirr Ov��J � 9E SLAB
Ii? o .pe°k c�SQ
F ee``��` D �� ., ' to or above
n
5 �
' Goy
_a
-el
/P iNey 1S
FQ�eF
G\0 ! ��. O
\geO" F��day
r
'Do,.\ e•\ped s ! Po� Qo\e UAVA �r Jas.
P,epe pda'e ��fG O (�\oa\ `NSQ� aocl f
�o GONpP C� �pP Ptd a\ o\OocJP
o��e�5 FS\a�e PEPS V4ed. ��ca\0 �,,..-."' agent upon
th been or shall be
pro jrdinance No. 25-7-11
X09.
and 4
Date
\�sQ
Department Usk
Required Lowest Floor Elevation
As Built Lowest Floor Elevation /S 7 3
Survey Filed with Building Department
Building Department Repres ntative
NOTICE
TO: Water Department
FROM: Building Department
DATE: / _ 1 �O d
---------------
Please be advised that the final building inspection has been completed on
each of the following addresses and construction water is no longer needed; Also
included below is the ERU number for each location:
Permit Number Property Address ERU Number
O
a------____ 9-35 0"n c --------------------
------------- --------------------------- --------------------
------------- --------------------------- --------------------
------------- --------------------------- -------------------
------------- --------------------------- --------------------
Sincerely,
Pat Harris
Building Department
LOT 1, FRANCIS COVE UNIT NO. 2 (UNRECORDED)
A PART OF LOT 3, BLOCK 2, AS SHOWN ON (BUT NOT INCLUDED IN) THE PLAT OF DONNER'S
REPLAT, AS RECORDED IN PLAT BOOK 19, PAGE 16 OF THE PUBLIC RECORDS OF DUVAL
COUNTY, FLORIDA, SAID PART OF LOT 3, BLOCK 2 ALSO BEING A PART OF LOT 2, DONNER'S
SUBDIVISION, AS RECORDED IN PLAT BOOK 8, PAGE 4 OF SAID PUBLIC RECORDS AND BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE
SOUTHWEST CORNER OF LOT 1, BLOCK 2, AS PLATTED BY SAID DONNER'S REPLAT, SAID
SOUTHWEST CORNER ALSO BEING THE INTERSECTION OF THE EAST RIGHT-OF-WAY LINE OF
FRANCIS AVENUE, A 30.00 FOOT RIGHT-OF-WAY WITH THE NORTH LINE OF AN UNNAMED 14.00
FOOT ROADWAY, BOTH AS PLATTED BY SAID DONNER'S REPLAT; THENCE N.00°00'46"W. ,
ALONG THE WEST LINE OF SAID LOT 1 AND ALONG THE EAST RIGHT-OF-WAY LINE OF FRANCIS
AVENUE, A DISTANCE OF 155.13 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE
N.00000'46"W. , ALONG SAID EAST RIGHT-OF-WAY LINE, A DISTANCE OF 34.88 FEET TO THE
POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 15.00
FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 23.51 FEET,
SAID ARC BEING SUBTENDED BY A CHORD BEARING OF N.44052'46"W. AND A CHORD DISTANCE
OF 21.17 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE N.89046'19"E. ,
PARALLEL WITH AND 20.00 FEET SOUTHERLY OF THE NORTH LINE OF AFOREMENTIONED LOT
2, DONNER'S SUBDIVISION, A DISTANCE OF 85.06 FEET: THENCE S.00000'46"E. , PARALLEL
WITH SAID EAST RIGHT-OF-WAY LINE OF FRANCIS AVENUE, A DISTANCE OF 49.70 FEET;
THENCE S.89041'47"W. , PARALLEL WITH THE SOUTH LINE OF AFORESAID LOT 1, BLOCK 2,
DONNER'S REPLAT, A DISTANCE OF 100.00 FEET TO THE POINT OF BEGINNING.
12/12/00-A T B C M LT 1-FC 0 V.U T2
J b: (8-4799) L T T1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP 01 Dense 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
BOT CHORD 2x4 SP 02 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF,
WEBS 2x4 SP 03 WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF.
IN LIEU OF RIGID SHEATHING: RECOMMENDED CAMBER 1I4e AT MIDSPAN BETWEEN BEARINGS.
TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC. all HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
7' 11' 7'
W08 W X W4X
T 12 T
5 p
m m
m
in
T� W2X10(B5R) W2X10(85R)
B'1
W1.5X4 W3X7 HS2512 W1.5X4
25'
-2 25
7' - - �+ 7'
4280 42811
Rv-19031 U-9300 W-3'8 Rv-19030 U-9300 W-3'8
PLATE-WAVE TPI95 TPI-95 STO QTY- 2 PLIES- 1 TOTAL- 2 REV. 18.2c4 SCALE =0.2669
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 1 1/(43/98 T C LL 20 .0 PSF REF
t
*IMPORTANT**SHALLNDT GERESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION AND (�DEVIATION FAA THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN T TL' yL 7•O PSF DATE 12/07/98
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTS6 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE e1ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM glIREIIENTS. UNLESS OTHERWISE INDICATED. TOP ee42 9? �k BC DL 10.0 PSF ORWG
A446 GA 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TAM AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD SC LL 0.O PSF JDM
CONNECTORS PER DRAWINGS 130. 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE E T AT E OT;
CONFORM W/APPLICABLE PRDVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECMIICAL UPDATE (7/1/911 FOR PROPER Tr <0111.0
SEAL
u� T07.LD. 37.0 PSF 0/A LEN. 25
e
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ,fpp+ „yo��"r" DUR.FAC. 1 .25
IN ONLY. AND SHALL NOT SE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. C�—
• TPT . TRIICC PI ATF TNCTTTIITF WIC. 4P 4 NATTMAI Mctl AI C TFTs TTMI FM NI WI rn Tw TTM SPACING see above TVPF hios
J —4 799 LOT T2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP 01 Dense :T2 2x4 SP #2 N: 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE.
WEBS 2x4 SP #3 WIND TC OL = 5.0 PSF, WIND BC OL = 5.0 PSF.
IN LIEU OF RIGID SHEATHING;
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
9. 7' 9.
W4X5(R) 4X
T 12 T
5 v
Q Q
T_W2X5(AS) 2X5(A 1)
-08'i
W3X4 W3X4 W1.5X3
25'
I+--2 25' -2-
Ry 1036#
2RY=1036# U=540# W=3"8 RY=1036# U=540# W=3"B
TAG = T2 SEQ = 52410
PLATE-WAVE TPI95 TPI-95 (STD) QTY= 2 PLIES= 1 TOTAL= 2 REV. 18.2c4 SCALE =0.2669
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUINE EXTREME CARE TC LL 20.0 PSF REF
t
*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND 1 1/ 3/98
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-92 BY TPI. SEE THIS DESIGN T TC DL 7•O PSF DATE 12/07/98
FAILURE TO 13UILD THE TRUSS IN CONFORMANCE WITH GST68 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
NE RE UNLALPICONNECTORS AMADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. ESS OTHERWISE INDICATED. TOP °1223 A BC OL 10.O PSF DRWG
A416 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0O pSF JDM
CONNECTORS PER DRAWINGS 130. 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE S TET E 07CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER !�w4ORT9TOT.LO. 37.0 PSF0/A LEN. 25
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISHA COW OF THIS 6, r o H� DUR FAC 1 .25
IN ONLY. ANO SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
r ` 1, CITY OF ATLANTIC BEACH
NO SEMINOLE ROAD
ATLANTIC BEACH,FL _32233
f INSPECTION PHONE LINE 247-5826
Application Number . . . . . 06-00032944 Date 5/16/06
Property Address . . . . . . 1935 FRANCIS AVE
Tenant nbr, name . . . . . . INSTALL 6 ' FENCE
Application description . . . FENCE PERMIT
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
Owner Contractor
--------- -------- --- ---- ------------------------
JACKSON VERNEISYA OWNER
ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233
----------------------------------------------------------------------------
Permit . . . . . . FENCE PERMIT
Additional desc . .
Permit Fee . . . . 35 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 35 . 00 35 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 35 . 00 35 . 00 . 00 .00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
All
B "AL
z
r,JT CITY OF ATLANTIC BEACH
BUILDING /ZONING DEPARTMENT
r 800 Seminole Road
Atlantic Beach,Florida 32233
(904)247-5800
9f (904)247-5845 Fax
PUBLIC SAFETY
PLAN REVIEW COMMENTS
Permit Application # -3a q4* _
Property Address: _05,15
Applicant:
Project: Y Q I ( p F f �LP�
This permit application has been:
L Approved
Reviewed and the following items need attention:
r
Please re-submit your application when these items have been completed.
Reviewed By: Date:
i'J-j r�
� CITY OF ATLANTIC BEACH
J
FENCE PERMIT APPLICATION
Date:
PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION.
Job Address: t� 1p-C'w-\ai�^ �t� r"hl' on
Owner's Name: �,Qf r\tQj a fir. 1( ��n
Address: '(>i S {� {' tt= -' Cn Phone:
Legal Description: Block Number: Lot Number: Zoning District:
C�
Fence Contractor: 0. llp-
Address: Phone:
City: State: ��Zip:��-p Fax:
Type of fence and materials to be used: e�J
lalnation Of Fencery ❑Interior Lot aCorner Lot ❑Dumpster or storage tank enclosure
Is approval of Homeowner's Association or other private entity required?NC) If yes,please submit with this application.
Tree Protection: 51(NO. Applicant certifies that no trees will be removed for the installation of this fence.
❑YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS
REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which
meets two times each month.
Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.
Incomplete applications may result in delay in issuance of permit.
1. Attach copy of property survey showing location, height and all distances from property lines of the proposed
fence. (Fences shall not be placed within any utility or drainage easements without written permission from the
Utility and/or Public Works Departments. Fences shall not restrict any private easement.)
Address and contact information of person to receive all correspondence regarding this application(please print).
Name: 11
Mailing Address: _ T1 .
Phone: 2rt D-2-8"0S Fax: E-Mail:
800 Seminole Road -Atlantic Beach,Florida 32233-5445
Phone: (904)247-5800 - Fag: (904)247-5545 - http://www.cLatiantic-beach.1l.us
Page I Revised 3/04/04
I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct All
-ovisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not The granting of a
unit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws
.,r any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this
permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as
required.
J
A
Signature of Owner. Date:
AS TO OWNER
Sworn to and subscribed before me this day of 20
State of Florida,County of Duval
Notary's Signature:
❑ Personally known
❑ Produced identification
Type of identification produced
Signature of Contractor. Date:
AS TO CONTRACTOR:
Sworn to and subscribed before me this day of ,20
State of Florida,County of Duval
Notary's Signature:
❑ Personally known
❑ Produced identification
Type of identification produced
800 Seminole Road .Atlantic Beach,Florida 32233-5445
Phone: (904)247-5800 Fag: (904)247-5845 • http://www.ci.atiantic-beach.fl.us
Page 2 Revised 3/04/04
Vt h %,Vt%V L %,UITWAV L JVU 1 1 tLhJ 1 L nL 1 Mliu rlNr i nu n Nwi ua Ur 1J.UU r cc 1 ; 1 nuv-c nuK 1 nr-ma I LKL 1 HLVI\u 1 nc
ISTANCE OF 23.51 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING OF N.44052'46"W. AND A CHORD DISTAL
E POINT'OF TANGENCY OF SAID CURVE; THENCE N.89646'19"E. , PARALLEL WITH AND 20.00 FEET SOUTHERLY OF THE
NT'IONED LOT 2, DONNER'S SUBDIVISION, A DISTANCE OF 85.06 FEET; THENCE S.00000'46"E. , PARALLEL WITH SAID
IE OF FRANCIS AVENUE, A DISTANCE OF 49.70 FEET: THENCE S.89°41'47"W. , PARALLEL WITH THE SOUTH LINE
CK 2, DONNER'S REPLAT, A DISTANCE OF 100.00 FEET TO THE POINT OF BEGINNING.
0
D�
=op
oma„ FOUND Vit"/A4 P/PE
AIR -�..
f O
4ONO/T/O,tNNG
h
NOTE:
vFIN/fAIEO F1000 ELEWM
BA
ONE fTORY fRAME SEO ON NsIT/ONAL 60
wrrN V YL /PIA 6 vEk7/CAG pAMA,! /9t 9.
IN f
CAI
NUMJOER /93S
o �•
•' F/N/INfO FLOOR
IAJ w
�:.
/O.00
/3'.NZ0111f �� �� so. N00' 00-46"W /Sf
FO/IA-V f 00.4"!,/ 34.88' `►- —�—
(40 44•�t'J l✓//0 0WA/00p oOWER POLE PO/NT OF BEG/NNJ�tIG
TEL EPHOd/E ,Q/jE,� POLE ON CORNER
POINT OF REFERENCE
FRA AIC/S AVEN1/E .mss;: c 2R�i✓NER.
3o'tic*Rr• OF- w,,4 Y 106.14)
►RE BASED ON THE EAST RIGHT—OF—WAY LINE
AVENUE AS BEING N.00°00'46"W.
.RTY LIES IN FLOOD ZONE "X" WHICH IS THE
tMINED TO BE OUTSIDE THE 500 YEAR FLOOD
TO FEMA FLOOD MAP REVISED 4/17/89,
P,, NO. 120075 0001 D.
BL rING RESTRICTION LINES BY ZONING
MAY BE EASEMENTS THAT AFFECT THIS
CHAT ARE RECORDED IN THE PUBLIC RECORDS
)LINTY THAT ARE NOT SHOWN ON THIS SURVEY.
CITY OF ATLANTIC BEACH Cc:
3 BUILDING /ZONING DEPARTMENT D. Ford
sL. Higgins
800 Seminole Road
Atlantic Beach,Florida 32233
(904)247-5800
(904)247-5845 Fax
www.coab.us
PLAN REVIEW COMMENTS
Permit Application #
Property Address: I q5 �r ani Qm)
Applicant: Q C d n
Project: Q co
This pe application has been:
Approved
❑ Reviewed and the following items need attention:
Please re-submit your p tcan when these items have been completed.
Reviewed By: Date:
Date Contractor Notified:
00
ys! 'x!J' CITY OF ATLANTIC BEACH
FENCE PERMIT APPLICATION
,s
Date: r�)C)F\
PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION.
Job Address: 1� �7-rafmr1 s PA(,k�, Pk 6 an 32 ,.3
Owner's Name: V!Q r ryu a ir,Molzon
Address: 1 q,?f� V7r►-y- s '(`yt 9-P j Phone:
Legal Description: Block Number: Lot Number: Zoning District:
Fence Contractor: SQj1P_
Address: Phone:
City: State: Zip: Fax:
I
Type offence and materials to be used:. l � F-(-n cP>
o
y
• F1Interior Lot Corner Lot F-1Dumpster or storage tank enclosure
Valuation Of Fence:
Is approval of Homeowner's Association or other private entity required?IVU If yes,please submit with this application.
Tree Protection: IdNO. Applicant certifies that no trees will be removed for the installation of this fence.
❑YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS
REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which
meets two times each month.
Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as auuronriate.
Incomplete applications may result in delay in issuance of permit.
1. Attach copy of property survey showing location, height and all distances from property lines of the proposed
fence. (Fences shall not be placed within any utility or drainage easements without written permission from the
Utility and/or Public Works Departments. Fences shall not restrict any private easement.)
Address and contact information of person to receive all correspondence regarding this application(please print).
Name: �
V7ra nLNA i.Q0
Mailing Address:
D
e�ss -Vst
s-1 ,
Phone: 2 — ��Ja� Fax: E-Mail:
800 Seminole Road -Atlantic Beach,Florida 32233-5445
Phone: (904)247-5800 • Fax: (904)247-5845 - http://www.ci.atiantic-beach.fl.us
Page 1 Revised 3/04/04
I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All
provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a
permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws
n any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this
,)ermit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as
required.
Signature of Owner: v Date:
AS TO OWNER:
Sworn to and subscribed before me this day of ,20
State of Florida,County of Duval
Notary's Signature:
❑ Personally known
❑ Produced identification
Type of identification produced
Signature of Contractor: Date:
AS TO CONTRACTOR:
Sworn to and subscribed before me this day of 120
State of Florida,County of Duval
Notary's Signature:
❑ Personally known
❑ Produced identification
Type of identification produced
110001*1
800 Seminole Road •Atlantic Beach,Florida 32233-5445
Phone: (904)247-5800 Fag: (904)247-5845 • http://www.ci.atlantic-beach.fl.us
Page 2 Revised 3/04/04
1 n VVI\tL Vvvv%' %v L- .IVV/=/LJ1.,I L1♦L/ ,11tV &lll•i.VV /\ IV WiVV Vi.,-vv • VAI • • .. . ...
STANCE: OF '23.51 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING OF N.44052'46"W._ AND A CHORD DISTM
POINT OF TANGENCY OF SAID CURVE; THENCE N.89°46'19"E. , PARALLEL WITH AND 20.00 FEET SOUTHERLY OF THE
TIONED LOT 2, DONNER'S SUBDIVISION, A DISTANCE OF 85.06 FEET; THENCE S.00°00'46"E. —PARALLEL WITH SAID
OF FRANCIS AVENUE, A DISTANCE OF 49.70 FEET; THENCE S.89041'47"W. , PARALLEL WITH THE SOUTH LINE C
K NNER'S REPLAT, A DISTANCE OF 100.00 FEET TO THE POINT OF BEGINNING.
----•-mss � �"�-
av
2
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'6 CGWD/Ttdit V6
= 1 h
`o t1.7' 9 9 NDTE.
4
za•3• - FINIMED FLOO,Q ELEMIA
O/Vf MARY fRA,'tIE� V�T�L pATUrEt
A•I 929'
� t � W/TI/YIN j/4/�t16 O�
., Q REI/DENL'f
F/N/fHEO FLOOR o 3
v EL EVif T/ON 75.7301,
el MA 19
tsl
It •a•b
< fET /iQdN PIPE f'!✓/T�t/ESf
' t3.ftARC '�• _' 3 A
__ /soo�otof �o �" �•.� ss�• Noo• oa=46"r�/ , rss i
44C 34 88 --.-
F®U�V0�1 lrONp/PE " `' JV00-00• W p0/NT OF BfGJNN/�t/G
(L6 66 1 WB/D Mee WOOD POMM POLE
TELEPNDNE R/fff ME ON COKNER POINT of REFERENC
FRANC I S AVENUE
30'916*1IT- Of• AIRY (P•s. /9, ,-e7 14J
RE BASED ON THE EAST RIGHT—OF—WAY LINE
AVENUE AS BEING N.00000'46"W. Manning cr F
XTY LIES IN FLOOD ZONE "X" WHICH IS THE This eptia ra
�Qzoning,,�rovcE 519�Qivi;,foi3 �:;f
i ESI t
;MINED TO BE OUTSIDE THE 500 YEAR FLOOD deve!opment regulation3, ,
T FLOOD MAP REVISED 4/17/89, npproval for the i zkj1 rr � o
N0. 120075 0001 D. with Rotate �� dinet Code arc
local, State and f=wa
must tae verified by ss
BUILDING RESTRICTION LINES BY- ZONING Beach Building O ! ti�N. �, kt E_-fs .
MAY BE EASEMENTS THAT AFFECT'THIS Building Permit.
'HAT ARE RECORDED IN THE PUBLIC RECORDSvesS 8y; � cam_
)UNTY THAT ARE NOT 'SHOWN ON THIS SURVEY.
Date:.. .,
Job: -4 799 LOT T3 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE.
WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF.
IN LIEU OF RIGID SHEATHING;
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
11' ------� 3' It,
W4X5(R) W4X
5
C7 W1.5X3 !WI.5X3
v v
v W2X6�1) W2X6(A S)
W3X7 W5X4
8,1,
25'
�--2' J 252' -�
Rv1036# U-540# W-3"8 Rv-1036# U-5400 W=3'8
TAG = T3 SEG 52415
PLATE-WAVE TPI95 TPI-95 STD OTY= 2 PLIES- 1 TOTAL- 2 REV. 16.2c4 SCALE -0.2669
ALPINE ENGINEERED PROOUCTS. INC. TRUSSES REQUIRE EXTREME CARE 1114,3/98 TC LL 20 .0 PSF REF
t
*IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANr ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T TC OL 7.0 PSF DATE 12/07/98
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP A231g�' A BC OL 10 .0 PSF DRWG
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHItG. BOTTOM CHORD BC LL 0 •0 PSF JDM
CONNECTORS PER DRAWINGS 130, 150 S 1BOA-F, DESIGN STANDARDS WITH PROPERLY ATTAC!£D RIGID CEILING-- SEE s T A T E os
TOT.LO. 37.0 PSFITYPF
0/A LEN. 25
CONFORM M/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE p/1/911 FOR PROPER '�it <Oq 10 a
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS G',f. 0�r 1 .25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. t�"S DUR.FAC.
•--TOT . TMMC D,ATF TUCT-11— —. 4=4 MAYA, nce A T"rAT—Fro MTMYT r TWWTTM SPACING 24.0" 1 11 DS
Jo -4799) LOT T4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N 100 MPH WINO. 15,00 FT MEAN HGT, SBCCI,
BOT CHORD 2x4 SP 02 N ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE.
WEBS 2x4 SP #3 WINO TC OL - 5.0 PSF, WIND BC OL . 5.0 PSF.
IN LIEU OF RIGID SHEATHING:
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00" OC.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
12'6' - + 12'6"
W04
p5 W1.5X3 W1.5X3 rn
io in
In u7
cT-
W2X6(AS) W2X6 'i'
(Al)(A1)
W3X7 W3X4
25'
25' 2 --�
Rv-1036# U-540# W-3'8 Rv-1036f U-5400 W-3"8
TAG = T4 SEQ 52419
PLATE-WAVE TPI95 TPI-95 (STD) QTY= 12 PLIES-- I TOTAL= 12 REV. 16.2c4 SCALE -0.2669
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE
TC LL 20 .O PSF REF
2 *I MPGR T A N T*X SMALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND 1 1 a/ 3/98
\11Vn DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T TC DL 7.0 PSF DATE 12/07/98
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �T PrrtA
\\ ALPINE CONNECTORS ARE WADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP It A23 A� BC OL 10 •O PSF ORWG
\\U\\\Vy A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD IBC LL 0.0 PSF JDM
CONNECTORS PER DRAWINGS 130. 160 6 I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE I T AT E of
CONFORMW/APPLICABLE PROVISIONS OF HOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER .r,R,OR
l�' TOT.LO. 37.0 PSF O/A LEN. 25
SEAL ON
THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �'P,r r o DUR R.FAC. 1 .2
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. CDAr Tma 0A !Y"
Job: -4 799 LOT J1 THIS DWG. PREPARED BY THE-ALPINE—JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE.
WEBS 2x4 SP #2 N WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF.
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM
IN LIEU OF RIGID SHEATHING: REACTION OF 156.39.
TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS &24.00' OC.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
Rv-156# NAILED
11'06
m 5 12 m
v
W2X4(A 1)
vT B'1"2
F--2 7'
Rv-4030 U-250# W-3'8 Rv-700 U200# NAILED
PLATE-WAVE TPI95 TPI-95 (STD) GTY- 14 PLIES- 1 TOTAL- 14 REV. 18.2c4 SCALE -0 7320
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 1 1/ 3/9 8 TC LL 20.0 PSF REF
t
IMPORTANT**SHALL NDT eE REsvoNSIBIE FDR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIfi-91 BY TPI. SEE THIS DESIGN T TC OL 7.O PSF DATE 12/07/98
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ""I,,,ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM DIIREMENTS. ULESS OTHERWISE INDICATED. TOP c42319 �� BC OL 1O.O PSF DRWG
A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF JOM
CONNECTORS PER DRAWINGS 130. 150 i 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE a T A T E Os
CONFORM W/APPLICABLE PROVISIONS OF NDS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER :�40R1O' TOT.LO. 37.0 PSF 0/A LEN. 7
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS C.f o DUR.FAC. 1 .25
IN OR.Y, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. STit�_ 1`
--_.... - .M....-. ..M..— —- ....., .....M,.. _,". ....................___ I - CU c;PArTNr. ?4_0" ITVC)c snPr
J -479 LOT J2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP 02 N 100 MPH WINO, 15.00 FT MEAN HGT, SBCCI,
BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE.
WEBS 2x4 SP #2 N WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF,
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM
IN LIEU OF RIGID SHEATHING: REACTION OF 98.58.
TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C.
CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY,
Rv-99# NAILED
10'2"6
in in
N 12 N
5 p
WT2X4(A1)
,11 8 1"2
5'1"8
F--------2' S'
Rv-3390 U-2300 W-3'B Rv-44# U-200f NAILED
TAG
TE-WAVE TPI95 TPI-95 (STD) OTY- 8 PLIES- i TOTAL- 8 REV. 18.2c4 SCALE :052427
0 9207
ALPINE ENGINEERED PRODUCTS. INC. HIB—GI BY
REOUIPE EXTREME CAPE T C LL 0 Q PSF REF
t
*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND li/ 3/98 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HII BY TPI. SEE THIS DESIGN rT TC OL 7•O PSF DATE 12/07/98
FAILURE TO BUILD THE TRUSS IN CONFO MANCE WITH OSTOB GY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,vtr.
NEALPICONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM 9UIREMENTS. UNLESS OTHERWISE INDICATED, TOP �A423 9 � BCOL 10•O PSF ORWG
A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHEO PLYWOOD SHEATHING. BOTTOM CHORD 18C LL 0.0 PSF J0M
CONNECTORS PER DRAWINGS 130. 150 G 16OA—F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE f T A T C Of TOT.LD. 37.0 PSF D/A LEN. 5
CONFORM W/APPLICABLE PFQVISIDNS OF NDS G TPI. AN ENGINEER'S ALPINE
TECHNICAL UPDATE (7/1/S!) FOR PROPER '���Op 1.O.'4�
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 6Pj'r "O• 1 .25
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. DUR.FAC.
.__TOT . Twee Of Arc TWCTTTIMTF P . 4=9 MATTAMAI RFCTr cWrTFTrATTM FrWN Wnn rrweTTWrTTM `��C^' SPACING 24.0" ITYPF SD@C
Jo -4 99 LOT J3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
BOT CHORD 2x4 SP 02 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE.
WEBS 2x4 SP #2 N WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF.
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM
IN LIEU OF RIGID SHEATHING; REACTION OF 27.62.
TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR. CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
Rv-28# NAILED
9'4"6
12
5p
2X4(A11
T'
s'1.2
3'1"8 ----�
�- 2' 3' ---�
Rv-288# U-220# W-3"8 Rv-17# U-200# NAILED
PLATE-WAVE TPI95 TPI-95(STD) QTY- 8 PLIES- i TOTAL- 8 REV. 18.2c4 SCALE =152405
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CAFE TC LL 20.0 PSF REF
t
*IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING TN HANDLING, ERECTION ANo 11/ 98 �rDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY GRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T TC OL ` •O PSF OATE 12/a7/98
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST80 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP oA 4291g� JBCr OL 1O•0 PSF DRWG
A446 GR 5 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL Be LATERALLY BRACED WITH PROPER T
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL O•O PSF JDM
CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE i T A T TOT.LD. 37•O PSF DSA LEN. 3
CONFORM W/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER ±�ioRtc'va
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY THIS �'f nu DUR.FAC. 1 •25
IN ONLY. AND SHALL NOTBERELIED UPON IN ANY OTHER MAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. eft
---------- --- ----------- ����UU G„ GperrNr, �e n" 7VOC Snpr
Job: (8-4799) L 0 T J4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP f2 N AN UPLIFT REACTION OF -165/ OCCURRED ON A
BOT CHORD 2x4 SP E2 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED.
WEBS 2x4 SP #2 N
100 MPH WIND. 15.00 FT MEAN HGT. SBCCI.
ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF,
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM WIND TC OL - 5.0 PSF, WIND SC OL - 5.0 PSF.
REACTION OF 334.78.
IN LIEU OF RIGID SHEATHING;
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 924.00" OC.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
CONTRACTORS WARNING:
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
Tw2X4(A i) 8'6"6
°'
512
B'1"2
1'1"B
Rv-370# U-270# W-3'B
Rv-2U*S65k20MIUMLED
TAG = T8 SEG = 52436
PLATE-WAVE TPI95 TPI-95 (STD) QTY= 8 PLIES= i TOTAL= 8 REV. 18.2c4 SCALE =1 .8460
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF
*IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND 11/ 3/98
(� \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN j TC OL 7.0 PSF DATE 12/07/98
\\UvAv�Av\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE "Zl
O� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP A223 !A BC OL 10.0 PSF DRWG
O A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESISN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF JDM
CONNECTORS PER DRAWINGS 130. 150 C 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE 7 T A T E 07^ TOT.LE). 37.0 PSF 0/A LEN.
1
CONFORM M/APPLICABLE PROVISIONS OF HOS C TPI. AN ENGINEER'S ALPINE JECHNICAL UPDATE (7/1/91) FOR PROPER 1j�tr<OR 10 F,oa
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HEREORYNALL APPLICATION.FIFNISH A COPY OF THIS '�+,f„ ��r DUR.FAC. 1 .25
IN ONLY. AND SHALL HOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. NJ�Aht_'p t^-
. . SPACING 24.0" ITYPE spec >;i
Jo -4 79 LOT J5 THIS OWG. PREPARED BY THE ALPINE JO DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORW**
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #3 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
OPEN BLDG, LOCATED ANYWHERE IN ROOF,
LOAD CONTINUOUS LOADS LOAD CONC. LOADS WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF.
CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM
0 T 54.0 54.0 0.0 12.7 0 T -331 3.5 REACTION OF 350.15.
0 B 20.0 20.0 2.8 12.7 0 T 55 6.3
1 8 1.8 1.8 2.8 12.7 0 T 197 9.1 IN LIEU OF RIGID SHEATHING:
I T -101.1 -101.1 0.0 2.8 0 B -39 3.5 TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS &24.00" OC.
I T -89.2 -89.2 2.8 2.9 0 B 35 6,3
1 T -74.4 -74.4 2.9 9.7 0 8 88 9.1 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
1 T -89.2 -89.2 9.7 12.7 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
CONTRACTORS WARNING:
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PRAVE%b NAILED
-331# 55
1-5-7 !2'9`15---- 2'9"15 197 2'918
r
9'10*13 -�
W3X4 W3X3
tm 3.54 p in
m m
~ W2X4(A1)
`vTri
1"2
1 W1.5X3
10'2"5
--------2'9'15 9110"13
1'5'7-+�► 2'9"15 2'9'15 2'9"8
-39# 354 88
Rv-370# U-200# W-4"15 Rv-350# U-2000 NAILED
TAG = T5 SEG = 52440
PLATE-WAVE TPI95 TPI-95 STO QTY= 4 PLIES=- 1 TOTAL= 4 REV. 18.204 SCALE =0.5915
T ALPINE ENGINffiERED PRWIDUCTS. INC. TRUSSES REGUIRE EXTREME CARE TC LL 20.0 PSF FIEF
t
*I*POR 1 ANT**SHAH NDTSERESPd15IBLE FOR ANY ARNING IN HANOLtNG, ERECTION AND 1 1 3 98DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-21 BY TPI. SEE THIS DESIGN T TC DL 7•0 PSF DATE 12/07/98
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTSS BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE4ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTN GUIRENENTS. UNLESS OTHERWISE INDICATED, TOP A233B7 �A BC DL 10.0 PSF DRWG
A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE RIF CHORD SHALL BE LATERALLY BRACED WITH PROPER T
TRUSS AND UNLESS OTHEANISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD SC LL 0.0 PSF JOM
CONNECTORS PER DRAWINGS 130. 150 6 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE E T A T E 0+
CONFORM W/APPLICABLE PROVISIONS Of NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PHOPEA + <oR soy a TOT.LO. 37.0 PSF O/A LEN. 91013
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ,t *R 4N0 JOUR.FAC. 1 .25
IN ONLY, ANO SHALLNOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTORS
W--TPT . Tp ICS Of ATC iYCTTTIIYL ----------------.-__ --- - ..
ren a nT•a,n
CITY OF
r��°aortdc �'eax.� - ��i!aclala.
840 SEMINOLE ROAD
ATLANTIC BEACH,FLORIDA 32233-5445
TELEPHONE(904)247-5800
FAX(904)247-5805
SUNCOM 852-5800
DATE l 2` 1 d -O 0
JEA Construction & Maintenance
2325 Emerson Street
Jacksonville, FL 32207
Attention: Connie
Re: Final Electrical Inspections
Dear Connie:
Final Inspections on the following locations have been completed and approved:
PERMIT NO. ADDRESS
1
3 / x'3.5 Q"n ,
Please call me at 904-247-5826 if you have any questions.
Sincerely,
1
ATLANTIC BEACH BUILDING DEPARTMENT
CITY OF ATLANTIC BEACH
TREE REMOVAL APPLICATION
All applications must submitted with seven(7)copies and received by 5 PM on Friday 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.
APPLICANT NAME ADDRESS TELEPHONE
2.
ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE
3. REASON FOR PROPOSED TREE REMOVAL:
4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑YES ❑ NO ❑ NOT SURE
5. PROPERTY ZONING: ❑ RESIDENTIAL ❑ COMMERCIAL
6. LIST TREES PROPOSED FOR REMOVAL:
INTERIOR OR
SPECIES DIAMETER * EXTERIOR ZONE**
*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 together the diameter of each trunk as measured immediately above the
forks.
DRAWM FILE Ida R-t87 MAP SHOWING TREE SURVEY OF:
A PART OF LOT 2, DONNER'S SUBDIVISION AS RECORDED IN PLAT BOOK S. PAGE 4
OF THE PUBLIC RECORDS OF OUWAL COUNTY, FLORIDA
CITY OF ATLANTIC BEACH �� .
(ALSO KNOWN AS LOT I, FRANCIS COVE UNIT NO. 2, UNRECORDED)
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Book 9649 Page 236
This,' strument w.as prepared by
1�.Qoc : 649 30134
P.O.Box 5093T' Page: 236
Filed & Recorded
Jacksonville Beach,Florida 32240 06/09/00 01:52:01 PH
HENRY Y COOK
CLERK CIRCUIT COURT
MIN. RETURN DUVAL COUNTY
_ NOTICE OF.COMMENCEMENT TRUST FUND $ 1.00
?HONE# Lal--v
RECORDING $ 5.00
STATE OF FLORIDA Permit No.:
COUNTY OF DUVAL Tax Folio No.:
The undersigned hereby gives notice that improvements will be made to certain real property,and
in accordance with section 713,Florida Statutes,the following information is provided in this Notice of
Commencement.
1. Descri tion of property:(legal description of property and street address if available)
2. General description of improvements: To build a single family residence
3. Owner Information:
'a a. Name and Address: Habitat For Humanity Of The Jacksonville Beaches,Inc.
P.O.Box 50939,Jacksonville Beach,FL 32240
b. Owner's interest in the site of the improvements: 100%
C. Name and Address of fee simple title holder(if other than owner) :N/A
4. Contractor:
a. Name and Address: cc c (' t.►ntu n ��
Q -5 p FL
�� �cru.� � �c��-�t--c�, y�
b. Phone Number: q0 4_�44 _ 2�-Z
C. Fax Number:(optional, if service by fax is acceptable)
X 41 -+--31 n
5. Surety on any payment bond: NONE
6. Name of any lender making a loan for the construction of the improvements: N/A
7. Persons within the State of Florida designated by owner upon whom notices may be served as
provided by Section 713.13(1) (a)7,Florida Statutes:
Lf-�Wl L ,P.O.Box 50939,Jacksonville Beach, FL 32240
Phone: 1 (904)241-1222
Facsimile: (904).241-4310
8. In addition to himself, owner designates the following person to receive a copy of the lienor's
notice as provided in Section 713.13 (1)(b),Florida Statute(Name,Bank and Address): N/A
9. Expiration date of notice of commencement: 1 year from the date of recording.
The foregoing ins entwasacknowledgedbefore HABITAT FOR HUMANITY OF THE
me this 7/-'-jay of 200Q by C JACKSONVILLE BEACHES,INC.
� ,who [ is personally known to me or �► , �,
CITY 4F
800 SE'UINOLE ROAD
?y 14TELENEpjjO E ci^v3,'ZIA,32233-3445
(904)247-5800
FAX(904)247-5805
SUNCOA4 852.5800
DATE /—�
SEA Construction &
2325 Emerson Street
Malntenance
`lack'sOnville, FL 32207
Attention: Connie
Re: Rough Electrical inspections
Dear Connie:
a Rough Inspections On thy, f
pprovPri-
CITY OF Meted and
y4tla#%4-c Beac is-0;&U,44
Office of Building Official
Q REQUEST FOR INSPECTION
Date / Permit No. /U
Time A.M.
Received PM.
—T--Job Add ss Locality
Owner's
Name `` /I/Contractor
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑
Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating '-
Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑
Pre Fab
READY FOR INSPECTION "------�_�^
A.M.
Mon. Tues. Wed. Thurs. FridayP.M.
A.M.
Inspection M e �� P.M.
Inspector Final Inspection ❑
Certificate of Occupancy ❑
Date
rLANT1C Q `
��{ 9U11_DING DEPARTMENT
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877
ELECTRICAL PERMIT
w f. CA 10IFQ AT�}
Permit Number: 20652
Address: 1935 FRANCIS AVENUE
Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book: 19
Proposed Use: SINGLE FAMILY Lot(s):1 Block: Section:
Square Feet: Subdivision: FRANCIS COVE
Est. Value: Parcel Number:
Improv. Cost:
Date Issued: 9/19/2000 Name. BEACHES HABITAT
Total Fees: 45.00 Address: P. O. BOX 50939
Amount Paid: 45.00 JACKSONVILLE BEACH, FL 32240
Date Paid: 9/19/2000 Phone: (904)241-1222
Work Desc: CS2/0 150AMPS 1 PH 3W 240V CABLERW ALUM NEW RESIDENTIAL SERVICE
CMA ELECTRICAL CONTRACTOTS OF FL PERMIT 45.00
fns ections Re` tAr d.
ROUGH ELECTRIC FINAL ELECTRIC
NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND
MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
"FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY
OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
Date: 9f20/08 Al Receipt: 0090429
AT NTIC BEACFVBUILDI PT. CHECKS 258
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC BEACH
ATLANTIC BRACH,FLORIDA Sates
APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER
IMPORTANT—Applicant to complete all items in sections 1, II, 111, and IV.
I• /4 KtUs V • 7 .407 IC /
LOCATION Street Address: dd�/ n
OF Intersecting Street$. Between ,A( POIET And 10
BUILDING
Sub•divldon
II. IDENTIFICATION—To be completed by all applicants.
In consideration of permit given for doing the work at described In the ebove Oatament we hereby agree to perform said work In accordance
with the attachpd plans and specifications which ere a parr hereof and in accordance with the city of Jacksonville ordinance,and standards
of good.prasttcs listed therein.
Name of Mechanical Contractors /��Ga r3
lo(Print) N � Muth (i �,/
_._._.-
IsteeMy Owner
Signature of Owner Signature of
or Aalho lnaer
1. GHdHU1L INFDR
P'. Type of Mating full
IS CONSTRUCTION 31TE BEING
IleGfdc THIS BUILDING OR SITE1 _
Esu—❑ V ❑ Natural ❑ C.ahel Utility
If YES, GIVE NUMB OFC STRUCTION
O OR PERMIT a�r^J
❑ Other—Specify
IV.moon NM CM OPUI►MOW TO BE INSTALLED NATURE OF WORK
(Provide complete list of components on bed of this fano) Residential or ❑ Commercial
../"sat ❑ Space ❑ Recessed xl e-fnl O Roer -New Building
p AirCondstletleg: ❑ Room Cenlnl / ,,!U ❑ Existing Building
XDect Systems Metelle� Thick ❑ Replacement of existing system
Maelmwe capacity __af.m. Now Installation(No system previously Installed)
❑ Extension or add-on to existing system
❑ RefrigereNon
❑ Other—Specify
(] Coaling he"r.Capacity g•p m.
Q tyre spdallens Number d heed-_
❑ Hwets r Q ManNR ❑ Escalator (amber) THIS SPACE FOR OPPICE USE ONLY
13.Gsattli o psmp ---_(amber) (Roeeived)
D.•Tea1a_ (ambo$) Remarks
Q LPG cenfelnem (number)
Q Unfired pressure vane,
Permit Approved by Data
❑ Essen
O Olher—'Sp.dfy Permit Fee
LAST ALL EQUIPMENT
ALL CONDITIONING AND REFRIGERATION EQUIPMENT
NumberUnitA DworlItUou Wild Number Manuts otunr (Kbas�
f+s
}MATING•FURNACES,BOILERS,FIREPLACES
Number Units pe"riptlon Mo0e1 bar '
6
TANKS
now Many TOayp
CITY OF ATLANTIC BEACH, FLORIDA �-
1
Avormad er APPLICATION FOR ELECTRICAL PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: DATE:—
IMPORTANT
ATE:IMPORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORIN SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS.
WHICH ARE A PART HEREOF,AND IN'ACCORDANCE THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
e-.-- t C
t ( � cs--
ELECTRICAL FIRM: M ICIAN SIGNATURE JOURNEYMAN
NAME ��� /1 , I4�1"/ADDRESS: / �� RD BOX
BLDG.SIZE BETWEEN: IbcA/N ✓z--
RES.(-1' AFT.1 ) COMM.I 1 PUBLIC( 1 INDUS.( 1 NEW 0- OLD( ) REW.I 1
ADDITION( ) TRAILER 1 ) TEMP.I i SIGNS 1 ) SO.FT.
SERVICE. NEW(INCREASE 1 ) REPAIR( 1 FEE
CONDUCTOR SIZE O AMPS 1:5 0 COPPER( I ALUM.(
/
SWITCH OR BREAKER AMPS PH W G7/%14OLT �d(/;RACEWAY
EXIST.SERV.SIZE AMPS PFI W VOLT RACEWAY
FEEDERS NO. SIZE NO. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN I TOTAL
RECEPTACLES CONCEALED OPEN I TOTAL
O.iO AMR. 1 31.100 AMR.
SWITCHKS
INCANDESCENT
FLUORESCENT A M.V.
FIXED 0-100 AMR. ovew
APPUANCKS BELL TRANSF.
AIR H.P.RATING H.P.RATING
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT
0"1 OVER
MOTORS H.P. VOLTAGE PHS NO. I LP. VOLTAGE PHS
MISCELLANEOUS
OU '
TRANSFORMERS: UNDER G00 V. OVER 600 V.
NO. KVA i.I NO. KVA
NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE I SWITCH FLASHER
EACH SIGN _T_
1
/ FORWARDED
s
1`OTAL FEES
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-58 2 -FA)L-247-5877
Permit Number: 20275 Address: -t951 FRANCIS AVENUE
Permit Type: TREE REMOVAL ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book:
Proposed Use: SINGLE FAMILY Lot(s):1 Block: Section:
Square Feet: Subdivision: FRANCIS COVE
Est. Value: Parcel Number:
Improv. Cost:
Date Issued: 6/23/2000 Name: BEACHES HABITAT
Total Fees: Address: P. O. BOX 50939
Amount Paid: JACKSONVILLE BEACH, FL 32240
Date Paid: Phone: (904)241-1222
Work Desc: TREE REMOVAL FOR LOT 1, FRANCIS COVE
PROPERTY OWNER
NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND
MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
"FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY
OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
C-
ATLANTIC BEA)H BUILDING DEPT.
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 2877
. K
3 �
z
Permit Number: 20274 Address: 1951 FRANCIS AVENUE
Permit Type: FOUNDATION ONLY ATLANTIC BEACH, FL 32233
Class of Work: NEW i Township: Range: Book:
Proposed Use: SINGLE FAMILY Lot(s):1 Block: Section:
Square Feet: Subdivision: FRANCIS COVE
Est. Value: Parcel Number:
Improv. Cost:
Date Issued: 6/23/2000 Name: BEACHES HABITAT
Total Fees: Address: P. O. BOX 50939
Amount Paid: JACKSONVILLE BEACH, FL 32240
Date Paid: Phone: (904)241-1222
Work Desc: FOUNDATION PERMIT FOR LOT 1, FRANCIS COVE
li'llilligillill'i�. Ell
PROPERTY OWNER
MINE Ell I
NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND
MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
"FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY
OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
C
ATLANTIC BEAC BUILDING DEPT.
/ '7 5`1 J�tr ru cr s r
CITY OF ATLANTIC BEACH
TREE REMOVAL APPLICATION
All applications must submitted with seven (7) copies and received by 5 PM on Friday 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. 3<a t-Lws Po o jl A 5-6r) 3 3-o
APPLICANT NAME ADDRESS TELEPHONE
2. ��')(tf A� ��rnar/;S S �� c�;orSrtn° ;�s I'l£c4.LJzdli' 1�1r)f 13ce+k s lad
ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE
Ll&-r1
3. REASON FOR PROPOSED TREE REMOVAL: S 10 1 l t
4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑YES )ENO ❑ NOT SURE
5. PROPERTY ZONING: RrRESIDENTIAL ❑ COMMERCIAL
6. LIST TREES PROPOSED FOR REMOVAL:
INTERIOR OR
SPECIES DIAMETER * EXTERIOR ZONE**
*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 together the diameter of each trunk as measured immediately above the
forks.
7. SITE PLAN/TREE SURVEY indicating:
a) Changes of topographic features such as hills and low areas affecting trees.
b) Existing and proposed structures.
c) Location of all trees with Diameter at Breast Height (DBH) of six inches or more.
d) Tree species and sizes in DBH.
e) Trees to be removed should be clearly marked with an"X".
0 Trees to be preserved on-site for mitigation must be marked with brackets"[]".
g) Location, size and species of any proposed new replacement trees marked with a
circle "O".
h) Location of utilities and easements as applicable.
i) Location of trees to be preserved on-site with barricading indicated.
8. ON-SITE REQUIREMENTS:
a) All trees identified for removal MUST be marked on-site by RED flagging,
paint or tape.
b) All trees to be preserved on-site for mitigation MUST be marked with BLUE
flagging, paint or tape.
c) The front property corners must be marked by stakes or paint indicating the Lot
Number or Address.
9. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES
WILL NOT BE PROCESSED.
I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE H,
TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF
THE CODE OF ORDINANCES OF ATLANTIC BEACH.
Applicant's SiV2 a Date
(YwneA Signature Date
ft' vzz a.
CITY USE ONLY:
Tree Conserv i Board Chairperson Date
", ovvK. 8 PAGE 4
NM
IS THE
0 20' ALLEY BY PLAT BOOK 19, PAGE 16 HEREIA
LUIN AU-,
S0(m'06"E 214.76OF THi
24.86 PCSP 84.48 PCSP 21.12 BE THi
� ON THi
x RECORI
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rn +n 10
N00'00'46"W 99:41' N00'00'46"VV 99.42' N 4 Y
x
X 49.70' 49.71' 49.71' 49.71' O
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6.00'—
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.00'--+-A 10.00' J
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PCSP 34,88 49.71' 49.71' 34.63' PCRSP
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N00"00 48 214.96'
FRANCIS AVENUE
NAIL & DISK E.
-- S00'00'46"E 301.02' "
DEN & ASSOC
18" �30' RIGHT-OF-WAY BY PLAT BOOK 19, PAGE 16)
t
rl 31
�j �
r c ,TY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address 41o ( S
Date t9 Z 2 ` O Z
Heated Sauare Footage j Z f @ $ yq,pQ_ner sq it
Garag /Shed@ S 930 per sq
Carpor orch .---1-0 @ $ ! 3. 4 c) per sa ft 10
Deco C $ per sq tt = $
Patio t� , per sq at
TOTAL VALUATION : S �
Total Valuation 1st $
S
Remaining Value $ per thousand
or portion thereof
TOTAL BUILDING FEE $
+ .1/ 21 Filing Fee
Fireplaces @ $15 , 00 S a O
BUILDING PERMIT FEE
WATER IMPACT FEE
SEWER IMPACT FEE $ / �"-t�. b
WATER METER/TAP $ 4,-)
CAPITAL IMPROVEMENT S _ 32
SEWF TAP
I. U? RADON ( HRS) .0 0 S �
ECTION H PAVING
HYDRAULIC SHARES $ - -
CROSS CONNECTION $ ;
t2 SURCHARGE .0 0 5 u S , < ` _
Th R S
GRAND TOTAL DUE
ADDITIONAL PERMITS OR FEES: Mechanical Plumbing
Electric/New Electric/Temp ; SwimmingPool
Septic Tank we' i Sign Finish Floor Elevation
Survey Other
CALCULATIONS and/or NOTES:
SINGLE FAMILY RESIDENCE
HVAC LOAD ANALYSIS
for
Beaches Habitat
P.O. Box 50939
Jacksonville, FL 32240
SHA . RwoEHMz,
HVAC Loos
Prepared By:
Jeri Boxx
Ocean State Heating&Air Conditioning
1476 Atlantic Boulevard
Neptune Beach,FL 32266
(904)249-8251
06-29-00
I
RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc.
Ocean State Htg&A/C Single Family Residence
Neptune Beach,FL 32266-1798 06-29-00 Page 2
Project Summary
Project: Single Family Residence Company: Ocean State Heating &Air Conditioning
Client: Beaches Habitat Representative: Jeri Boxx
Address: P.O. Box 50939 J Address: 1476 Atlantic Boulevard
City: Jacksonville, FL 32240 City: Neptune Beach, FL 32266
Phone: 241-1222 Phone: (904) 249-8251
Fax: Fax: (904) 249-8949
Design Data
Project Name: Single Family Residence
Reference City: Jacksonville, Florida
Daily Temperature Range: Medium
Latitude: 30 Degrees
Elevation: 26 Feet
Elevation Sensible Adj. Factor: 1.000
Elevation Total 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: 27 N/A N/A 72 N/A
Summer: 96 78 50% 75 51
Check Figures
Total Building Supply CFM: 811 CFM per square foot: 0.668
Square feet of room area: 1,214 Square feet per ton: 628.917
Building Loads
Total heating required with outside air: 25,232 Btuh 25.232 MBH
Total sensible gain: 17,836 Btuh 85 %
Total latent gain: 3,175 Btuh 15 %
Total cooling required with outside air: 21,011 Btuh 1.751 Tons (based on sensible + latent)
1.930 Tons (based on 77% sensible capacity)
I
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.
I
1
i
Thursday,June 29,2000
RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc.
Ocean State Htg&A/C Single Family Residence
Neptune Beach,FL 32266-1798 06-29-00 Page 3
Total Building Summary Loads
Component Area Sen. Lat. Sen. Total
Description Quan Loss Gain Gain Gain
3C Window Double-Pane Clear Glass Metal Frame 150 4,894 0 6,728 6,728
10D Door Wood Solid Core 38 787 0 430 430
12C Wall R-11 + 1/2" Gypsum(R-0.5) 934 3,783 0 2,068 2,068
13C Part R-11 + 1/2" Gypsum(R-0.5) 64 130 0 92 92
16G Ceiling R-30 Insulation 1,214 1,802 0 1,802 1,802
22A Slab on Grade No Edge Insulation 149 5,431 0 0 0
Subtotals for structure: 2,549 16,827 0 11,120 11,120
Active People: 4 0 920 1,200 2,120
Inactive People: 0 0 0 0 0
Appliances: 0 0 0 2,400 2,400
Lighting: 0 0 0 0 0
Ductwork: 0 1,202 0 1,622 1,622
Infiltration:Winter CFM: 145.6, Summer CFM: 64.7 188 7,203 2,255 1,494 3,749
Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0
Sensible Gain Total: 17,836
Temperature Swing Multiplier: X1.00
Building Load Totals: 25,232 3,175 17,836 21,011 j
i Check Figures
Total Building Supply CFM: 811 CFM per square foot: 0.668
Square feet of room area: 1,214 Square feet per ton: 628.917 i
f Building Loads
Total heating required with outside air: 25,232 Btuh 25.232 MBH
Total sensible gain: 17,836 Btuh 85 %
Total latent gain: 3,175 Btuh 15
Total cooling required with outside air: 21,011 Btuh 1.751 Tons (based on sensible + latent)
1.930 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.
i
i
i
i
Thursday,June 29,2000
RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc.
Ocean State Htg&A/C Single Family Residence
Neptune Beach,FL 32266-1798 06-29-00 Page 4
System #1 Summary Loads
Component Area Sen. Lat. Sen. Total
Description Quan Loss Gain Gain Gain
3C Window Double Pane Clear Glass Metal Frame 150 4,894 0 6,728 6,728
1 10D Door Wood Solid Core 38 787 0 430 430
12C Wall R-11 + 1/2" Gypsum(R-0.5) 934 3,783 0 2,068 2,068
13C Part R-11 + 1/2" Gypsum(R-0.5) 64 130 0 92 92
16G Ceiling R-30 Insulation 1,214 1,802 0 1,802 1,802
22A Slab on Grade No Edge Insulation 149 5,431 0 0 0
Subtotals for structure: 2,549 16,827 0 11,120 11,120
Active People: 4 0 920 1,200 2,120
Inactive People: 0 0 0 0 0
Appliances: 0 0 0 2,400 2,400
Lighting: 0 0 0 0 0
Ductwork: 0 1,202 0 1,622 1,622
Infiltration: Winter CFM: 145.6, Summer CFM: 64.7 188 7,203 2,255 1,494 3,749
Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0
Sensible Gain Total: 17,836
Temperature Swing Multiplier: X1.00
System Load Totals: 25,232 3,175 17,836 21,011
Check Figures
Supply CFM: 811 CFM per square foot: 0.668
Square feet of room area: 1,214 Square feet per ton: 628.917
System Loads
Total heating required with outside air: 25,232 Btuh 25.232 MBH
Total sensible gain: 17,836 Btuh 85 %
Total latent gain: 3,175 Btuh 15 %
Total cooling required with outside air: 21,011 Btuh 1.751 Tons (based on sensible + latent)
1.930 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.
Thursday,June 29,2000
RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc.
Ocean State Htg&A/C Single Family Residence
Neptune Beach,Fl- 32266-1798 06-29-00 Page 5
Room Load Summary Reports
System#1 Room Load Summary
Htg Htg Run Run Clg Clg Clg Zone Clg Air
Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys
No Name SF Btuh CFM Size Vel Stuh Btuh CFM Fact CFM CFM
---Zone 1---
1 Bedrms 322 5,283 69 0-0 0 3,637 820 165 1.00 165 165
2&3
2 Bedrm4 322 7,808 101 0-0 0 5,145 950 234 1.00 234 234
Living
3 Bedrm1 322 4,517 59 0-0 0 2,963 482 135 1.25 169 135
Bath
4 Kitchen 248 7,624 99 0-0 0 6,091 923 277 1.00 277 277
Dining
System 1 1214 25,232 328 17,836 3,175 811 845 811
Totals
Main Trunk Size: 12x12 in.
System#1 Cooling System Summary
Cooling Sensible/Latent Sensible Latent Total
Tons Split Btuh Btuh Btuh
Net Required: 1.751 85%/15% 17,836 3,175 21,011
Recommended: 1.930 77%/23% 17,836 5,328 23,164
System#1 Equipment Data
Heating System Cooling System
I
Thursday,June 29,2000
FORM 60OA-97
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: Beaches Habitat Spec 1214 Builder: Beaches Habitat
Address: Permitting Office:
City, State: Permit Number:
Owner: Jurisdiction Number:
Climate Zone: North
I
1. New construction or existing New _ 12. Cooling systems
2. Single family or multi-family Single family _ a. Central Unit Cap: 100.0 kBtu/hr i
3. Number of units,if multi-family 1 - SEER: 10.00 _
4. Number of Bedrooms 4 _ b.N/A _
5. Is this a worst case? No
6. Conditioned floor area(ft2) 1214 fe c. N/A _
7. Glass area&type _
a. Clear-single pane 0.0 ft2 _ 13. Heating systems
b.Clear-double pane 150.0 ft2 a. Electric Heat Pump Cap: 100.0 kBtu/hr _
c. Tint/other SC/SHGC-single pane 0.0 ft2 HSPF:7.00 _
j d. Tint/other SC/SHGC-double pane 0.0 ft2 b. N/A _
8. Floor types _
a. Slab-On-Grade Edge Insulation R=0.0, 149.0(p)ft _ c. N/A _
b.N/A _
c. N/A 14. Hot water systems
9. Wall types _ a. Electric Resistance Cap:50.0 gallons _
a. Frame,Wood,Exterior R=11.0,934.0 ft2 _ EF:0.92 _
b.Frame,Wood,Adjacent R=11.0,64.0 ft2 _ b.N/A _
i
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, 1214.0 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,
i
a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft RB-Attic radiant barrier,
b.N/A MZ-C-Multizone cooling,
MZ-H-Multizone heating)
I
Glass/Floor Area: 0.12 Total as-built points: 19283.00 PASS
Total base points: 21411.00
I hereby certify that the pians and specifications covered Review of the plans and
by this calculation are in compliance with the Florida specifications covered by this 'THE sT9T�
Energy Code. calculation indicates compliance
PREPARED BY: Ocean State HVAC with the Florida Energy Code.
DATE: _r-' �.`�'C� Before construction is completed
this building will be inspected for _
I hereby certify that this building, as designed, is in l compliance with Section 553.908
compliance with the Florid gy�Co�dFlorida Statutes. cOD wE �
OWNER/AGENT. ' l �" �� ' BUILDING OFFICIAL:
DATE: DATE:
EnergyGauge®(Version: FLRCNA-200)
FORM 60OA-97
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS. , , , PERMIT#:
BASE AS-BUILT
GLASS TYPES
.18 X Conditioned X BSPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points
.18 1214.0 33.05 7223.1 Double, Clear N 1.5 6.0 15.0 19.22 0.94 270.6
Double,Clear W 1.5 6.0 15.0 36.99 0.91 506.7
Double, Clear N 1.5 6.0 30.0 19.22 0.94 541.2
Double,Clear E 1.5 6.0 30.0 40.22 0.91 1101.4
Double, Clear W 1.5 6.0 15.0 36.99 0.91 506.7
Double, Clear S 1.5 2.0 6.0 34.50 0.57 117.0
Double,Clear E 5.5 6.0 30.0 40.22 0.54 649.0
Double, Clear S 1.5 4.0 9.0 34.50 0.74 228.9
As-Built Total: 150.0 3921.6
WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Adajcent 64.0 0.7 44.8 Frame,Wood, Exterior 11.0 934.0 1.70 1587.8
Exterior 934.0 1.70 1587.8 Frame,Wood,Adjacent 11.0 64.0 0.70 44.8
Base Total: 998.0 1632.6 As-Built Total: 998.0 1632.6
DOOR TYPES Area X BSPM = Points Type Area X SPM = Points
Adjacent 0.0 0.00 0.0 Exterior Wood 38.0 6.10 231.8
Exterior 38.0 6.10 231.8
Base Total: 38.0 231.8 As-Built Total: 38.0 231.8
CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Under Attic 1213.8 0.60 728.3 Under Attic 30.0 1214.0 0.60 728.4
Base Total: 1213.8 728.3 As-Built Total: 1214.0 728.4
FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Slab 149.0(p) -37.0 -5513.0 Slab-On-Grade Edge Insulation 0.0 149.0(p) -41.20 -6138.8
Raised 0.0 0.00 0.0
Base Total: -5513.0 As-Built Total: -6138.8
INFILTRATION Area X BSPM = Points Area X SPM = Points
1214.0 10.21 12394.9 1214.0 10.21 12394.9
EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200
FORM 60OA-97
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT#:
BASE AS-BUILT
Summer Base Points: 16697.7 Summer As-Built Points: 12770.5
Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
12770.5 1.000 0.974 0.341 1.000 4244.0
16697.7 0.3573 5966.1 12770.5 1.00 0.974 0.341 1.000 4244.0
EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200
FORM 60OA-97
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , ,
PERMIT#:
a
BASE AS-BUILT
GLASS TYPES
.18 X Conditioned X BWPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points
.18 1214.0 9.76 2133.8 Double, Clear N 1.5 6.0 15.0 14.30 1.00 215.1
Double, Clear W 1.5 6.0 15.0 10.77 1.02 165.3
Double,Clear N 1.5 6.0 30.0 14.30 1.00 430.1
Double, Clear E 1.5 6.0 30.0 9.09 1.04 282.4
Double, Clear W 1.5 6.0 15.0 10.77 1.02 165.3
Double,Clear S 1.5 2.0 6.0 4.03 2.27 54.8
Double,Clear E 5.5 6.0 30.0 9.09 1.26 344.7
Double,Clear S 1.5 4.0 9.0 4.03 1.35 49.1
As-Built Total: 150.0 1706.7
WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Adajcent 64.0 3.6 230.4 Frame,Wood, Exterior 11.0 934.0 3.70 3455.8
Exterior 934.0 3.70 3455.8 Frame,Wood,Adjacent 11.0 64.0 3.60 230.4
Base Total: 998.0 3686.2 As-Built Total: 998.0 3686.2
DOOR TYPES Area X BWPM = Points Type Area X WPM = Points
Adjacent 0.0 0.00 0.0 Exterior Wood 38.0 12.30 467.4
Exterior 38.0 12.30 467.4
Base Total: 38.0 467.4 As-Built Total: 38.0 467.4
CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Under Attic 1213.8 1.20 1456.6 Under Attic 30.0 1214.0 1.20 1456.8
Base Total: 1213.8 1456.6 As-Built Total: 1214.0 1456.8
FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Slab 149.0(p) 8.9 1326.1 Slab-On-Grade Edge Insulation 0.0 149.0(p) 18.80 2801.2
Raised 0.0 0.00 0.0
Base Total: 1326.1 As-Built Total: 2801.2
INFILTRATION Area X BWPM = Points Area X WPM = Points
1214.0 -0.59 -716.3 1214.0 -0.59 -716.3
EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200
FORM 60OA-97
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT#:
BASE AS-BUILT
Winter Base Points: 8353.8 Winter As-Built Points: 9402.1
Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
9402.1 1.000 0.990 0.487 1.000 4532.2
8353.8 0.5340 4460.9 9402.1 1.00 0.990 0.487 1.000 4532.2
EnergyGaugeTM DCA Form 60OA-97 EnergyGauge81FIaRES'97 FLRCNA-200
FORM 60OA-97
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT#:
d
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
4 2746.00 10984.0 50.0 0.92 4 1.00 2626.61 1.00 10506.4
As-Built Total: 10606.4
CODE COMPLIANCE STATUS
BASE AS-BUILT
Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total
Points Points Points Points Points Points Points Points
5966.1 4460.9 10984.0 21411.0 4244.0 4532.2 10506.4 19282.6
PASS
y�y04ziAE SrgT�o��.
rl coD Wv
EnergyGaugeTm DCA Form 60OA-97 EnergyGauge(D/FIaRES'97 FLRCNA-200
FORM 60OA-97
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS , , , PERMIT#:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION ! REQUIREMENTS FOR EACH PRACTICE I CHECK
Exterior Windows& Doors 606.1.ABC.1.1 ! Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area.
Exterior&Adjacent Walls 606.1.ABC.1.2.1 I 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/bottom 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.
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
j 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 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 SECTION REQUIREMENTS CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit
breaker electric or cutoff as 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
efficient of 78%.
Shower heads 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-11 or CBS R-3 both sides.
Common ceiling&floors R-11.
EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeO/FIaRES'97 FLRCNA-200
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 84.3 ;
The higher the score,the more efficient the home.
1. New construction or existing New - 12. Cooling systems
2. Single family or multi-family Single family - a. Central Unit Cap: 100.0 kBtu/hr _
3. Number of units,if multi-family 1 _ SEER: 10.00 _
4. Number of Bedrooms 4 _ b.N/A _
5. Is this a worst case? No
6. Conditioned floor area(ft2) 1214 ft2 c. N/A _
7. Glass area&type _ _
a. Clear-single pane 0.0 ft2 _ 13. Heating systems
b. Clear-double pane 150.0 ft2 _ a. Electric Heat Pump Cap: 100.0 kBtu/hr _
c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.00 _
d.Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A _
8. Floor types _ _
a. Slab-On-Grade Edge Insulation R=0.0, 149.0(p)ft _ c. N/A
b.N/A _
c. N/A 14. Hot water systems
9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _
a. Frame,Wood,Exterior R=11.0,934.0 ft2 _ EF:0.92 _
b.Frame,Wood,Adjacent R=11.0,64.0 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, 1214.0 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:Interior Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier,
b.N/A MZ-C-Multizone cooling,
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) o4z"E Sr4
in this home before final inspection. Otherwise,a new EPL Display Card will be completed �Y
based on installed Code compliant features.
Builder Signature: Date:
t
Address of New Home: City/FL Zip: �•c0D WIB
*NOTE: The home's estimated energy performance score is only available through the FLARES computer program.
This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPAIDOE EnergvStarTmdesignation),
your home may qualify for energy efficiency mortgage (EF" incentives if you obtain a Florida Energy Gains Rating.
Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of Community Affairs at 850/487-1824.
EnergyGauge®(Version:FLRCNA-200)
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
80C SEMINOLE ROAD-ATLAW,IC BFACjl- Fl-',MT -TEL 247-5826- FAX- 247-rA- 77
PERMIT-INFORMATION, LOCATION INFORMATION
Permit Number: 20310 1 Address: '106 --- FRANCIS AVE"W-E --
Permit Type: BUILDING ATLANTIC BEACH, FL 32233
Class of Work: NEW I Township: Range: Book: 19
Proposed Use: SINGLE FAMILY Lot(s):1 Block: Section:
Square Feet: Subdivision: FRANCIS COVE
Est.Value:
Parcel Number:
Improv. Cost: 55,502.00
DOWNER INFORMATION
ate Issued: 6/29/2000
---"—me: BEX10HESHABITAT
Total Fees: 2,497.53
Address: P. O. BOX 50939
Amount Paid: 2,497.53
JACKSONVILLE BEACH, FL 32240
Date Paid: 6/29/2000 Phone: (904)241-1222
Work Desc: CONSTRUCT NEW HABI—TAT-HOME. HSF42-1 6-SCH-L-1 288
CONTRACTOR( j___ APPLICATION PEES
0--0-
WATER IMPACT FEE 350.00
*Note: Structures must not be identical SEWER IMPACT FEE 1,250.00
to others within 500 feet. GWTT I
WATER METERTFAP
525.00
RADON GAS-H.R,S. 5.79
RADON CAB 5% 0.30
CAPITAL IMPROVE. 325.00
GROSS CONNECTION 35.00
CONST.SURCHARGE 5.80
SCHARGE/ATL.BCH. 0.64
---IPApqctions Required
TREE BARRICADES FOOTINC,
SLAB
COVER UP FRAMING FINAL BUILDING
CERTIFIOCCUPANCY INSULATION
ISO TICE
INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND
MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
"FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY
OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
Operator: CHERYLE
--
- Date: 8/30/00 01 Receipt: 0084846
AQ- �NTIC 13LEA-C-4TH- - -
B--UI-LL)fNG�DEPT. Total Payment $2497.53
i
r
PLAN EWIEW CHECKLIST
PROPERTY DESCRIPTIO: I A A.) C t S
OWNER: -/ t�,L� /
1. Determine Occupancy Classification of the structure. Select occupancy classification C
which most accurately fits the use of the Building. (Chapter 133)
[/J� 2. Determine actual physical properties of building.
[✓ f a. Determine building area each floor. (Area definition Chapter 62)
b. Determine grade elevation for building. (Grade definition Chapter 82)
[,
C. Determine building height in feet above grade. (Height definition Chapter 132)
[�] d. Determine building height in stories. (Story definition Chapter 132)
e. Determine separation distance from exterior walls to assumed and common
property lines. (Property line definition Chapter 132)
[A f. Determine percent of exterior openings per floor.
r T t'
3. Determine minimum Type of Construction necessary to accommodate proposed structure. r`. �. i,
(Chapter 136)
[✓f a. Determine maximum allowable heights and floor areas for Types of Construction
and Occupancy classification. (Table B500)
[VI b. Check allowable height and area increases permitted. (Chapter 135)
4. Check detailed Occupancy requirements. (Chapter 134)
[Ji 5. Check detailed Construction requirements
[� a. Fire Protection of Structural Members(Chapter B6&Table 8600)
[„ b. Fire Protection Requirements(Chapter B7 and Table B700)
[`
G. Means of Egress Requirements(Chapter B10)
[ d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF
are applicable only where specifically adopted by Ordinance)
I v f 6. Review design as related to standards. (Chapters B16-B26)
Iv) 7. Check other requirements as necessary.
a. Construction projecting into public property(chapter B32)
b. Elevators and conveying systems(Chapter B30)
[f] C. Sprinklers,standpipes and alarm systems(Chapter 89)
[ d. Use of combustible materials on the interior(Chapter 88)
141 e. Roofs and roof structures(Chapter B15)
141 f. Light,ventilation and sanitation (Chapter B12)
[ ] 9. Other
- 2 Z • O CITY OF ATLANTIC BEACH BUILDING DEPARTMENT
Date
By:
+0 C/-- C-
Don C.Ford, Building bfficial
donfsb.1
Ci'Y of Aii,� E3eaCh,
PROPERTY DESCRIPTION
"4;z
Block Section #
division:
Street Name TION OF WORK
or Address.
(If in a FLOOD HAZARD
Flood Zone: _area complete page 3)
Brief Description
ach
Uy ol� f Work: (New/
Badhnp "I'll 6- Nn�
e /Addition:
ZONING INFORMATION Type of Construction:
Zoning Proposed
District: U' se: Estimated Value $ I-Ak Lr—r---e)
Exceptions or Variances Materials: C4�
Granted: solid or Filled
Ground- Z R of:
Method 6f Heating:_
OWNER INFORMATION
Property Owner: Phone:
Mailing Address
Zip:
CONTRACTOR INFORMATION
V--VL
Contractor: Z
"-eya'4.) Phone:
.L"A
Mailing Addre ,�-
-72��42 4
Zip:
Expiration
STATE LICENSE NO: Date:
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO
BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK
WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL
RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE
ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND
THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED.
Owner SignatureId —
DATE
Contractor Signature DATE
C' N TA AND SUBSCRIBED BEFORE ME BY THIS DAY
A
HAYWOOD M.BALL
3,6F, My Comm.#CC606678 expires NOTARY PUB1C
January 21, 2001
Bonded ft:j Tfoy Fam id771