Permit 1673 Park Ter East (vault) CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877
PERMIT INFORMATION LOCATION INFORMATION
-Ve r in i-t —um b-e-r -2 0-9 0_4
Address: 1673 PARK TERRACE EAST
Permit Type- GARAGE DOOR AT LANTIC BEACH, FLORIDA 322,33____
Class of Work: NEW Township: 0 Range: 0 Book:
Proposed Use: Lot(s): Block: Section:0
Square Feet: Subdivision: SELVA MARINA
Est. Value- Parcel Number:
ON
Improv. Cost: 814.00
Date Issued: 11/01/2000
ame: MIKE FIELDS
Total Fees: 25.00 Address: 1673 PARK TERRACE EAST
Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233
Date Paid: 11/01/2000 Phone: (904)223-3585
Work Desc: GARA6_E60O_R__RI5_PLACEM
ENT
CONTRACTORIS
APPLICATION FEES
OVERHEAD DOOR COMPANY OF JAX -PER--MIT-------- 25.001
Inspections Required
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 PAYINGTWICE FOR BUILDING IMPROVEMENTS"
100 S U E DI A C'ORDING TOADPRO ED PLANS WHICH ARE PART OF THIS PERMIT AND SUBjECT TO REVOCATIO
�ff T �V_
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
$25.8014
L
AL Date: 111031@0 81 Receipt: 00@81a'
ATtNANrT--I--C--B-E-,,,A—Ce-H--B- 1--LD- IN-
CASH
7Cq 51�Z2 '9t zq�- Olp-
CITY OF A=:L,\7TTC EFLZIC.P.4-
PER2-11T APPLIC.P-TION Raw-ODEL, ADDITIONS, aR ALZEERATIONS
MOVING" =160LITIONS
-V"a-4 d r e s s Z6�
T Biock 0-- unil: subtivis
c� '� (9 —
Ccn t r a c t o--: OVERHEAD DOOR COMPANY' OF JACKSONVILLE
SLate License " 591881676 TYPE 1
"d-ess : 6884 PHILIPS PKWY DR. N. 2 6 8-16 2 7 -
Cizv JACKSONVILLE t e FL Zi�:) Co-�� 32256
Describe work to be dcne :
�--esent use cf
of Prcpcse--� Cop's t ruc:l-4c-,:
Froposet use:
7S dci 41 z i c n? lf ves, �are the di
this an a X� _:- -
_Sion
_S 0 Z. d-4 e
b e h e t anc�
C inzrease) -
�'ew fireollace? NLle-,,;
C0l-fPL--TT SETS OF PLANS, INCLUDING
SITEE PLAINT, S U:R'/--- �—=Gy CODE FO-R�,LS, NOT= OF AND
0;yN=/CON-=ACTO-R A571DAVIT, IF OWN----R IS
E)a
Sicnature CONTP�.a= Da t e:
<��;;1,6,A44,�? ,
Swo-rn to ant su:zscr-fbe---J lDefore me �h I s day of
D Cj 7 7 C S T,�%T
J a ff I a a C Wa nj
*JW*MY COmrnission CC804432
Expires January 24 20()3
11/01/00 14:37 9 904 268 7204 OVERHEAD DOOR 0.2
CITY OF ATLANTIC BEACEF
PERMIT P-PPLICATION RELNTODEL, ADDITTONS, OR A=-RATIONS
M0VXNG, REXOLlTXONS
0
RDlock or U:--it v s on
Co-,,tractcr: OVERHEAD DOOR C6MPAt+Y' OF JACKSONVILLE
591881676 OCCUPATIONAL TYPE I
State License ............
6884 PHILIPS PKWY DR. N. tio: 268-1627
FL 32256
C. — JACKSONVILLF --a e
Lo t)-2 'Cz'v7
�,--&5ent US� Of
Propo5ed
if ves,
z-15 an ad C 0 n? arE t, Of ChE- Z�C—
lei tne Edde,--� area !Dc at:t�-- a n-�
'N'ew
S��SfIT TKIR--- COM?LE.-,�-E SETS OF PLANS, INCLUDING
51TE PLAN, S UP,1/Z Y, EWERGY CODE FO.�S, NOTI L-- OF C0lx0lr--l7C:'--=T, AND
OW,,rvR1CoNTpACTo -L--jnAV7T, . XF ok-.r---Z IS CCNTIRACTOR.
-R A-
CCJ.�,77 j��.CTCe,-- Date.,
to befori, me tnis a y
A.. F U P,-, 1
14, James C wom
Commmon CC80"32
EXPff"JWftrY 24 Z*3
NOV-1-2000 WED 02:55PM ID:247-5645 PAGE:2
Cc:
D. Ford
Vi CITY OF ATLANTIC BEACH -7�7 in�s
BUILDING / ZONING DEPARTMENT
800 Seminole Road
Atlantic Beach,Florida 32233
(904)247-5800
(904)247-5845 Fax
V\/Vj
PLAN REVIEW COMMENTS
Permit Application L2L-J
Property Address: ,) VI-3 L�-- -0�LvItL Ter-i-ocg-�
Applicant:
Project: -iV-
This permit application has been:
ED"'7Approved
EJ Reviewed and the following items need attention:
Please re-submit your application when these items have been completed.
Reviewed By: Date: tu
"VWD
CITY OF ATLANTIC BEACH
BUILDING PERMIT APPLICATION
(ALTERATIONS/ADDITIONS)
Date: IT. 7-0 0
Job Address: I -)I Pa T-)L_
Owner of Property: 01,c"A f)-_A,69_ If. Pidchc.
Address: I C ) Z, PC,r-L—i-xr Telephone: s:j 2n_t) i L4 Li
Legal Description: Block Number: %I Lot Number: -8 Zoning District: SeA ve, n-k Uo-4-
Contractor: ti /A- State License Number: No
Contractor's Address:
Telephone: Fax:
Describe proposed use and work to be done: 1�6r-a=R& 5" 1Z,,JM- .0"
W 6 r—f or\-e "_X,�� �"p 40 t-t_ %I
Present use of land or building(s): czo
Valuation of proposed construction:
What are the dimensions of the added space: feet x feet
Will the added area be heated and cooled? M a New electrical or increase in service? N t_-,
Add plumbing fixtures? P 1D Add fireplace? 0.) — Add beating/air conditioning? 0 V
Is approval of Homeowner's Association or other private entity required? 0 o . If yes,please submit with this application.
Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees?
X NO. Applicant certifies that no change in site grade or fill material will be used on this project.
D YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building
Permit.
JX NO. Applicant certifies that no trees will be removed for this project.
El YES. Removal of Trees will be required for this project. 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.
STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please
contact the Planning and Zoning Department at 904-247-5826. ln order to correctly verify zoning designation, please have
Property Appraiser's Real Estate Number available.
STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction
topographical survey or grading plan is required. (If not required, written verification must be provided with this application.)
The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834
STEP 3. Submit Tree Removal Application if trees are to be removed or relocated.
STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if
owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic
Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826
800 Seminole Road -Atlantic Beach,Florida 32233-5445
Telephone: (904)247-5800 Fax: (904)247-5845 -http://www.ei.atiantic-beach.fl.us
Page I Revised 1/14/03
hi addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being
performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner.
I. Current survey showing the property boundary with bearings and distances and the legal description.
2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify
any existing structures and uses.
3. If required by the Department of Public Works,a pre-construction topographical survey.
4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies.
5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools
may be excluded from total Impervious Surface.
6. Other information as may be appropriate for individual applications.
I hereby certify that all information provided with this application is correct.
Signature of ownel—?'�,,k.,e,-,e Date: t
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.
Signature of Contractor: �)J# Date:
Address and contact information of person to receive all correspondence regarding this application (please print).
Name: P� , �). Fi QACJ-,a
Mailing Address: Fas-tc_ 7'CZ_T-rC_e_
Telephone: !;01 - q-)0— I t-i q.S Fax: E-Mail: CV) eJct
AS TO OWNER:
Sworn to and subscribed before me this 4- day of 0_J-C�k 20
State of Florida,County of Duval
\ON ANN S4,
Notary s Signature: I
13,:)o
10"'Personally known
Produced identification
#DD 212244
0 Type of identification produced
aOnded
A1JLCC ST10'r-
AS TO CONTRACTOR:
Sworn to and subscribed before me this day of 20
State of Florida,County of Duval
Notary's Signature:
[I Personally known
EJ Produced identification
Type of identification produced
800 Seminole Road -Atlantic Beach,Florida 32233-5445
Page 2 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ei.atlantic-beach.fl.us Revised 1/14/03
Sl
7771-1�;�: CITY OF ATLANTIC BEACH
OWNER/BUILDER AFFIDAVIT
Date: -3 A-z_
Job Address: A4-1,+,ggp,�, 1p-L-
CHAPTER 489,FLORIDA STATUTES,PART I "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO
ACKNOWLEDGE THE LAW:
DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES:
STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE
APPLIED FOR A PERMIT UNDER AN EXENIPTION TO THAT LAW. THE EXENIPTION ALLOWS YOU, AS THE
OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A
LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR INDROVE A ONE-
OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR INDROVE A
COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND
OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE
BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME
THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXENVTION. YOU MAY NOT HERE
AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO
THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT
PEOPLE ENDLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL
LICENSING ORDINANCES.
ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL
OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A
BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. TEE ORDINANCE STATES OWNERS MAY
PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE
UNDER"DIRECT SUPERVISION OF THE OWNER, WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN
PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS.
SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT
SUGGESTS-WORKER'S CONDENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE
POLICY TO CLEARLY PROTECT THE OWNER- OWNERS HIRING WORKERS BECOME ENDLOYERS AND
SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS
THEY ENTLOY ON THEIR INWROVEMENT TRADES.
UNLICENSED CONTRACTORS CANNOT BE ENDLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING
SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(l). AN "OCCUPATIONAL LICENSE" IS
NOT ADEQUATE THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR
THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR.
TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT.
I HEREBY
I6AC,WD,GE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I
CONDLY W UIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT.
IA3
�21 a_<,
'PROPERTY OWNER/BUILDER
#DD 212244
.*kZ
46
uro
A-k
SWORN T DBEFOREM[ETHIS la DAYOF 20&
NOTARY PUBLIC
MY COMMISSION EXPIRES:
NOTE: PHRASES UNDERLINED ABOVE.
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CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
INSPECTION EMAIL REQUEST:
Building-dept(q-)coqb.us
Application Number . . . . . 07-00001579 Date 11/16/07
Property Address . . . . . . 1673 E PARK TER
Application type description ROOF PERMIT
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 9800
------- ----- -- ----- --- ----- -- -------------- -- - --- -- ---- --- -------- --- -------
Application desc
re roof fl 183 . 10
----- ---- ---- --- ----- -- -- -- -- - - - - - - ------------ --- -- - -- - --- - - - - - -- -- - - ------
Owner Contractor
-- ---------- -- ----------
-- --- ---- --- -- - ---------
FIELDS, MICHAEL N. E . FLORIDA RESIDENTIAL
1673 PARK TERRACE EAST 10607 SCOTT MILL RD
ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32223
(904) 880-9908
------- --- --- --- ----- -- --- --- --- - - - ------------ --- ---- -- - --- -- -- ---- --------
Permit . . . . . . ROOF PERMIT
Additional desc . .
Permit Fee . . . . 79 . 00 Plan Check Fee . 00
Issue Date . . . . valuation . . . . 9800
Expiration Date . . 5/14/08
----------------------------- - -------------- -- ------------ ------------------
Fee summary Charged Paid Credited Due
----------------- ---------- --------- - ---------- -- --------
Permit Fee Total 79 . 00 79 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 79 . 00 79 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
11:_
BuILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Road,Atlantic Beach FL 32233
Office: (904)247-5826 9 Fax: (904)247-5845
Job Address: I' (_'I S _PA V_K 'I A 4-C Permit Number:
U'l '4� 4. 4
13
Legal Description S`4-'S_ 1 09 -R 5 --?'16 -Se Iv.4 MAP-1ti A i4 0
C
Valuation of Work(Replacement Cost) $ 00
Class of Work(Circle one): New Addition Alteration kepair ve
Use of existing/proposed structure(�),�Circle one): 129�oom�mercial ientiaD
If an existing structure, is a fire sprinKler system installed?(Circle one): <!Eni 0
les 0
Is approval of homeowner's association or other private entity required?(Circle one): qeKP�
Describe in detail the type of work to be performed:
Property Owner Information
Name: MICAAEL t>. t-_-ks�j Address: 1673 PAiCK7r6r.9AC_&
City ATLAn-ro<. P,,G Ae�H State Fc Zip -Phone
Contractor Information:
Name of Company:NE RDIMARESCENMSERM, ualifying Agent- 'S(__0_ff z/10 Yd
Address: I D-7 9 (, SA t-1 -_Y-oSC 9(v j� City-TA<J:6�,;4 I br,- State FL_ Zip
Office Phone '�/' 0 q- 19 6-9q 0 Y Job Site/Contact Number -7 5-S-- Z;?5-3 S-
State Certification/Registration# CCX-I 3-a 4113 —OfficeFax#-
Architect Name&Phone#
Engineer's Name &Phone#
Application is hereby made to obtain a permit to do the work and installations as indicated I certif that no work or
Y_
installation has comme ncedprior to the issuance qfa perm it and that all work will be performed to meet Me standards ofq�l
laws regulating construction in thisjurisdiction. This permit becomes null and void 0ork is not commencedwithin six(6)
monthi, or if construction or work is suspended or abandonedfor a period 9f six (6) months qt any.time after work is
I understand that separate permits must be securedfor Electri6al Work, Plumbing,Signs, Wells,Pools,
commenced
Furnaces,Boilers,Heaters, Tank andAir Conditioners, etc.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
ihereby certif
V that I have read and examined this application and know the same to be true and correct. Allprovisions 9f
laws and ordinances governing this type ofwork-wN be complied with whether specified herein or not. The granting o a
permit does not presume to give authority to violate or cancel the provisions 6f any other federal, state, or local raw
regulating construction or the performance of construction.
_77',"-
Signature of Property Owner At(*-."(A Signature of Contractor:
v
Sworn to and subscribed before me Sworn to and subscribed before me
this/S' Day of IC-lo this/ C Day of A-10 L,1E A4 e E
f Flod a
Notary Public: Notary Public: otary Public state ca,
Notary Public State of Florida '-s-on D0111714
Lo"s
01 J�
Ryan Wilson 1 y
01 4�f �EPff
MY commission DD680734 s 0�6/0812
REVISED 03.05.07 0 Expires 06/08/2011
NOTICE OF COMMENCEMENT
(PREPARE IN DUPLICATE)
Pamnit NO. Tax Follo No.
state or F4- county Of Z'>kn/A
To whorn It m"concem:
The undersigined henfty hdbnm you t1W Irnprovernents will be waft to cwbft mal propeirIlf,and In
accordance with Section 7113 of6w Rorlds Staftfte,the following Inlormation Is Main InU&NOTICEOF
COMMENCEMENT.
Leo deWrjptjIorI of pop"befthwoel: SQVA ANf%r—%vjA
cjpjf-r "0 6
AddressofmopsIrtybeftimproved. K;1'1315, A-r1A1-JT4e- �;f�
General description of Improvements:
Owner rAle,14kEL- -0� P-AatdS
mdress 1 -PAV--ld- —% 4r-V- 6. A-nA�-r" szz.-?3�3
owneesinweetinsNeoftheimpmvenient Fzz- r—y I—
Fee Simple Titleholder(if ottw than owner)
Name
Address
Contractor
Address At-J- X-sSF- -3-A le, r4- 3>-ZQ
Phone No. '90q-Tgo-1::�1016 Fax No. . .!I�LA-
Surety(if any)
Address ______Amount of bond$
Phone No. Fax No.
Name and address of any person making a loan for die constructim of this Improvements.
Nam
Address
Ptione No. Fax No.
Name of person within the State of Florida,other than tdn*W,designated by owner upon whom nofices or other
documents may be served:
Name
Address
Phone No. Fax No.
In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided In
Section 7113.05(2)(b),Florida Statutes.(Fill in at Owner's option).
Name
Address
Phone No. Fax No.
Expiration dele of Notice of Commencement(the expiration date is one(1)year ifirom the date of recording unless a
dillbrent date Is spedfied):
THIS SPACE FOR RECORDEWS USE ONLY OWNRK
DATE
C me dfis 4ZS-dey at appeared inft
"'= V- -----harein by
hWmW herself and Wftme#W all statements and declemlions harm
are true and accurate
NotaryPtAM:Large Sh"of Of
Doc#2007358886,OR BK 14272 Page 1802, My commi 04*—
Patsonally Known
Number Pages:1 ProdLced Idermfication rNoTaly PU
69 (Y Pu c State of Florida
r
Filed&Recorded 1 V 16/2007 at 09:42 AM, Kyran IRM,=�
gol
JIM FULLER CLERK CIRCUIT COURT DUVAL MY Commission 00680734
%CROFIV/ Expres o6/08/201,
COUNTY
RECORDING$10.00
MAP SHOWING SURVEY OF
'T
-----------
AS RILCORDED IN I'LAI' HOOK
-3-, OF-Fill: Ctjl�RLNF PUBLIC RFCORDS OF L)IL)VAL, (-'OtJN IY, FLORIDA
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PAIZV�- -TEIZZACE EAS-T
EEVISED � MC%MCW h, 19c)-�, To
I'llis is a boundary survey. 3HOLj ADDITIQ"AL V-Es-rV
2. Flood zone ,4 as Nest. asc(,rtained fran Floc-d Tnsuranc(--�. LIUE-,
1�ate Map, cc)f1clunity pallel. rj0.j20o-7S-Dcx-AL) dated 4�i-7. Bq
��QcEir�l"I�j daL�IaIA Y),i,-,ed on SOU-TWEZL-� t-JKJF- or 1-1 -rW
5�2EET SC>*,
I HEREBY CERTIFY TO: MICHAEL D. FIELDS PEOPLV-S V%VS-T F-IUAVJCIAL
S � L- PIS5'::' C-0"H0Q\,JEAL-r" LA,"o 71-TL-E
IU�,UZAUCE A5SCW-IA-rT-0 LAklt> 'TI-TL-E "ZoUp JWC.
THAT THIS SURVEY MEE'TS THE MINIMUM TECHNICAL STANDARDS AS
SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT
Marv�
gflt Ban TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 21 HH-6
p';
FLORIDA ADMINISTRATION CODE.
28(3o MANGROVE AVE. FI-C)PIDA REGISrERED SURVEYOR NO. 44'10
JACKSONVILLE, FLORIDA 'Marvin R. Baniks
(904) 64-1-2520 SIGNED-r-EQUA12- Z3 ---19 93
SCALE: 0'
THIS SURVEY NOT VALID UNLESS THIS PRINTIS EMBOSSED wiTH THE SEAL OF THE ABOVE SIGNED
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233
-5826
INSPECTION PHONE LINE 247
* Dint
461D5,,
Application Number . . . . . 04-00027920 Date 3/22/04
Property Address . . . . . . 1673 E PARK TER
Tenant nbr, name . . . . . . SHED BUILT W/OUT PERMIT
Application description . . . SHED PERMIT
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
Owner Contractor
-- ------------- --------- -------- ------ ----------
FIELDS , MICHAEL OWNER
1673 PARK TERRACE EAST
ATLANTIC BEACH FL 32233
---------- ------- ---------- ----------------- --------------------------------
Permit . . . . . . W/W/0 BUILDING PERMIT
Additional desc
Permit Fee . . . . 70 . 00 Plan Check Fee 35 . 00
Issue Date . . . . Valuation . . . . 0
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 70 . 00 70 . 00 . 00 . 00
Plan Check Total 35 . 00 35 . 00 . 00 . 00
Grand Total 105 . 00 105 . 00 . 00 . 00
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
WfUCH ARE PART OF THISXT)JD SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
BUILDING OFFICIAL
Cc:
CITY OF ATLANTIC BEACH D. Ford
BUILDING / ZONING DEPARTMENT
T Do r
800 Seminole Road
Atlantic Beach,Florida 32233
(904)247-5800
(904)247-5845 Fax
0
PLAN REVIEW COMMENTS
Permit Application
Property Address: (Lejt r ':�Fcrr'k CI-
Applicant: -71 o
Project:
This permi pplication has been:
=Approved
0 Reviewed and the following items need attention:
ri IA-.4 SA-i A
Please re-submit yo��application wl�Cnjthese items have been completed.
Reviewed By: Date: 7-e-0/
.1
.1% j
CITY OF ATLANTIC BEACH
oil 9
BUILDING PERMIT APPLICATION
(ALTERATIONS/ADDITIONS)
Dato:�'
Job Address:
Owner of Property: (�)1cJyo_0_,t 1).
Address: Telephone: 0-1 p Sj 2:-) 0 J q LJ
Legal Description: Block Number: Lot Number: Zoning District: S,0*ic, Me,-t-in a,
Contractor: �J A- State License Number:
Contractor's Address:
Telephone: Fax:
Describe proposed use and work to be done:
u gn c-,, ,1-+1 o,tD
Lo kk r-e— orw 9- �p t--<—
Present use of land or building(s): C,,-,n, c�_rc s
Valuation of proposed construction: I (Do
What are the dimensions of the added space: —feet x h-eet
Will the added area be heated and cooled? k� New electrical or increase in service? �1\1 C�
Add plumbing fixtures? tj V Add fireplace? 0") Add heating/air conditioning? t\j 0
Is approval of Homeowner's Association or other private entity required? t�a If yes, please submit with this application.
Will this project involve changes in elevation,site grade or any use of rill material or the removal of any trees?
[9 NO. Applicant certifies that no change in site grade or fill material will be used on this project.
El YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building
Permit.
NO. Applicant certifies that no trees will be removed for this project.
0 YES. Removal of Trees will be required for this project. 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,
STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please
contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have
Property Appraiser's Real Estate Number available.
STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction
topographical survey or grading plan is required. (If not required, written verification must be provided with this application.)
The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834
STEP 3. Submit Tree Removal Application if trees are to be removed or relocated.
STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if
owner is contractor,and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantic
Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826
IL 800 Seminole Road -Atlantic Beach,Florida 32233-5445
Telephone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atiantic-beach.fl.us
Page I Revised 1/14/03
In addition to construction and engineering detail,plans must contain the following information as appropriate foT the type of work being
performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner.
I. Current survey showing the property boundary with bearings and distances and the legal description.
2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify
any existing structures and uses.
3. If required by the Department of Public Works,a pre-construction topographical survey.
4. Any sigriificant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies.
5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools
may be excluded from total Impervious Surface.
6. Other information as may be appropriate for individual applications.
I hereby certify that all information provided with this application is coffect.
Signature of owne,-�, �_�) "'o'-ZC Date:
1hereby 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 goveming 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
goveming of construction or the performance of construction of the property. I understand that the issuance of this pmnit 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 Contractor: �)i# Date:
Address and contact information of person to receive all correspondence regarding this application (please print).
Name: 0-) , cjt, -,)� �--i ac,
Mailing Address: C)'l pc�rlc
Telephone: C
A o�j - a-)0- I UJ%-J_S Fax: E-Mail:
AS TO OWNER:
ore me this day of
Sworn to and subscribed bef J_ 20
State of Florida,County of Duval
\N ANN s4 Nv
Notary's S
ignature:
j,
t3l"Personally known
Produced identification
S-Z #DD 212244 z Type of identification produced
0 .
I�A 1 4
Un
AS TO CONTRACTOR: 5AI5,f
C S*T,I
Sworn to and subscribed before me this day of 20_.
State of Florida,County of Duval
Notary's Signature:
EJ Personally known
D Produced identification
Type of identification produced
800 Seminole Road -Atlantic Beach,Florida 32233-5445
Telephone: (904)247-5800 - Fax: (904)247-5845 -http://www.ei.atiantic-beach.fl.us
Page 2 Revised 1/14/03
MAI" SHOWINC.
151,OCK 5F—L11A HA
Iks RILCORDIED IN PLAI, BOOK )A
zz c,-r
RECEIPT
IQ." PIPE (-P jypej 0C 3195
-- Y, 111.11w, MDKO-. Receipt 110*,
4 ALL F-F) h. 3/a/24
Date. fma"t
wastity
Th"PcA,0 veri� DWrigt'106
4 27".
7 C, ubdivis jjjUlWa PE011S $115.10
�j ne-it regulA 1p 1.0
,Fj;,)val for the is$
,0V Florida Builrdinit 27921
2W- PERMIS 453-16
,ocal, State and Fe Sp vii),96 1.96
must be veZ I
Beach BuRd
P"
Building P
1eTA#T detail
Ew pwas $156.0%
0 J.tal tindeT96
2 7"1 Mal ;;��
Ties% ia.49-.25
J.,&Ins datet 3/2?J%4
0. PA
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t3 z
LP
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0
5-roley 13WLIC-IC e G-.5
Ul
2 1 0
2
0
i(eow PIPE
TEP
3.
L-I t'i 6 W.L
vi
C-�'C-�D' CDC-
F—W 0 1-, W. ou 2 4,so"xJ
If2ou PIPE lv.� PIPE
PAIZV.- 'TEIZZACE) E AS—r
NffF1-:s To
'PhiS �X-)Un(tdry StIrVey. ADDI-r(OWAL
'k cls best
PatE? W11" A-Al ('C1
i�c�ai*i I-)('J CLA"11 011 SOuTWEVCL-f Qll�j LIKIIE or 1-77�1
5-T ZE E-T �SEiw(_
I HEREBY CERTIFY TO: MICHAEL D. FIEL-C)S , PEOPLr,-� FIV%-T F-43AUCIPL
LA�,"D -UTLE
ASSOCIA-TT-E.) LAW> TITLE "Zoup , WC
THA'f I'HIS SURVEY MEET$ THE MINIMUM TECHNICAL STANDARDS AS
clET K1)RTH BY THE FLORIDA BOARD OF [AND SURVEYORS, PURSUANT
Marviijwg. Bank"' .
Bank
TO SECTION 412.027 FLORIDA STATUTES AND CHAPTER 21 HH-6
FLORIDA ADMINISTRAT]ION CODE.
C.
-------- Ar.
286b MANGROVE AVE.
44/0
JACKSONVII.LE, FLOR11)A marvill It. B- altilks
(904) 641-2520 19
SCALE:
THIS SURVEY NOY VALID UNLESS THIS PRINI IS EMBOSSED WlfH THE $CAL 01'THE AbOVk SK�lrjLrj
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 04-00027921 Date 3/22/04
Property Address . . . . . . 1673 E PARK TER
Tenant nbr, name . . . . . . ROOF OVER SCRND PORCH
Application description . . . ROOF
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 1000
Owner Contractor
--------- --------------- ------- ---------- -------
FIELDS, MICHAEL OWNER
1673 PARK TERRACE EAST
ATLANTIC BEACH FL 32233
---- ------------------------------------------ --------------- ---------------
Permit . . . . . . ROOF PERMIT
Additional desc . .
Permit Fee . . . . 53 . 00 Plan Check Fee . 00
Issue Date . . . . valuation . . . . 1000
Fee summary Charged Paid Credited Due
---------------- - --- ------- ------ ---- ---------- ----------
Permit Fee Total 53 . 00 53 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 53 . 00 53 . 00 . 00 . 00
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
OF THIS P SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
C I
BUILDING OFFICIAL
CITY OF ATLANTIC BEACH PERMIT -CALCULATION SHEET
Address it j V0141Z kc- C-7 -e�7 ,
Date j(Z416C(
Heated Sauare Footage per sq ft = $
Garage/Shed @ $ per sq ft = $
Carport/Porch @ $ per sq ft = $
Deck @ $_per sq ft = $
Patio $_per sq f t $
TOTAL VALUATION : $
$
Total Valuation ist s cuf)c-1
C2 $—
Remaining Value $57- per thousa��-d
or portion thereof
TOTAL BUILDING FEE $
.+ 1/2 Filing Fee $
Fireplaces @ $15 ;00. $
BUILDING PERMIT FEE $
WATER IMPACT FEE $
SEWER IMPACT FEE $
WATER METER/TAP
CAPITAL IMPROVEMENT .$
SEWER TAP S
RADON (HRS) . 0050 $
'SECTION H PAVING
HYDRAULIC SHARES $
CROSS CONNECTION $
SURCHARGE . 00510 $
OTHER
GRMD TOTAL DUE
ADDITIONAL PERMITS OR FEES : Kechanical_; "Plumbing
Electric/New Electric/Temp_; SwimmingPool
. Septic Tank Well Sign Finish Floor Elevation
Survey— other
CALCULATIONS and/or NOTES:
CITY OF ATLANTIC BEACH cc.-
BUILDING / ZONING DEPARTMENT �Hins
Iggi
r
oerr
800 Seminole Road
Atlantic Beach,Florida 32233
(904)247-5800
(904)247-5845 Fax
PLAN REVIEW COMMENTS
Permit Application #
Property Address: (JI
Applicant: 01-4a--)a-Ct P)"'�C'03
Project:
This permit application has been:
D/ Approved
Re ed and thi'l"11 wing,,itentsu—c��d,.atteviffon:
CV
Please re-submit your application when these items have been completed.
it
Reviewed By: Yk. Date: V A- Liyt-
-3 1 Fz( (
Lt� C)q
A City of Atlantic Reach
*** CUSTOMER RECEIPT ***
Oper., CKOMOREK Type: OC Drawer: I
Date: 3/22/04 01 Receipt no: 43195
Description Quantity Amount
2664 27928
BP BUILDING PERMITS
2804 27921
BP BUILDING PERMITS
1.08 $53.66
Tender detail
CK CHECKS 4"1 $158.86
Total tendered $158.60
Total payment $158.66
Trans date: 3/22/04 Time: 12:49:25
CITY OF ATLANTIC BEACH
ROOFING PERMIT APPLICATION
�AA
E We: k4Pt�t 1-), 2,001
Job Address:—1 (e )3 P&r�-TemcL a "CI-141,C1 S-cac L 7�-L-z,s-3
Owner of Property: 2!�, 10"I D,
Address: I Pnt-t T,-xr-cy- C�o, A- c,-h L &gc, Telephone: 0(04 1-)o k 14 q-3
Contractor: /A State License Number:
Contractor's Address:
Telephone: Fax:
Scope of Work: 9:�,p I C-Le-M'J'- C1�- r-C>0 -SC-1'f-jLr%e-A I C� 10 rl-c 16A N
1-7
Deck Slope: Greater than 2:12 KI ix Less than 2:12
Valuation of work: 4 100 0
Product Name(Example: Timberline): 0 r,C-1 Q M�-
Manufacturer(Example: GAF): C)n A U F-C-- C-0 r- m-jn dr,
ASTM Designation(s):
Required Inspections: She ano Final
7 ZI-7/0,q
Signature of Owner: Date:
Signature of Contractor: Date:
AS TO OWNER:
Sworn to and subscribed before me this 7 day of tr\ox Ck-
%%%11111101111
State of Florida,County of D A N N s,
10 Aouu�
0,
N
,,Notary's Signature
%
02-Personally known
El Produced identification
S-z-- #DD 212244 Type of identification produced
AS TO CONTRACTOR-.
vzi,,�'Zlc STO
110414111101,
Sworn to and subscribed before me this day of 20_.
State of Florida,County of Duval
Notary's Signature:
0 Personally known
El Produced identification
Type of identification produced
800 Seminole Road Atlantic Beach,Florida 32233-5445
Telephone: (904)247-5800 Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us
Page I Revised 2/21/03
031� 41 14:07 1-540-898-4991 TALLANT IND PAGE 02
IESLEGACY REPORT 9649A
Re-issued July 1, 2003
ICC Eva.luation Service, Inc. usinew/Regional Me a 5360 Workman MI Road,Whiriet,Cafifernis 9OW1 a(562)6 99-0643
eglonal Office a goo Montclair Road,Suite A,Birmingham,Alabama 35213 a(205)599-9800
www.1cc-es-org Regional Office a 4051 West Flossmoor Road,Country.Club Hits,11111nols 60478 N(708)799-2305
The Subcommittee on Evaluation has reviewed the data at 4 Inches(100 mm) apart. The sheets weigh approximately
submitted for compliance with the Standard Building Codso 0.68 The(3.32 kg/m2)and are approximately 0.11 inches(2.8
and submits to the Building Official or other authority having mm)In thickness, Accessories Include tidge caps made of the
jurisdiction the following report. The Subcommittee on same material as the sheets, closure strips, and Ondura
Evaluation, IMES and its steff are not responsible for any w ashered nails. Ondura washered nails are 3 Inch (76 mm)
errors or amissionsto anyclocuments,calculations,drawings, long,0.135 Inch(3.4 mm)diameter Ing shank galvanized steel
specifications,tests or summaries preparadand submitted by nails having a 7116 inch(I I mm)diameter head and a 1/8 inch
the design professional or preparer of record that are listed In (3.2 mm)thilck by 5/8 Inch(16 mm)O.D. EPDM rubber washer.
the Substantiating Data section of this repor-L Pardons of this When tested in accordance with ASTM E 108, the Ondura
report were previously Included In Evaluation Report#9649. corrugated asphalt roofing sheets demonstrated a roof covering
classification of Class C. When Installed in a mariner consistent
REPORT NO.: 9649A with that Indicated in Section 5.2 below and tested for wind uplift
resistance In accordance with FM 4470,the Ordure corrugated
EXPIRES: See the current EVALUATION REPORT LISTING asphalt roofing sheets demonstrated an ultimate uplift resistance
of 60 psi (2870 Nelm�. Thus, Installation of the system Is
CATEGORY: ROOF COVERING AND ROOF DECK permitted In areas where the design wind loads on the roof do
CONSTRUCTION not exceed 30 psi (1437 Wrn�. When tested for accelerated
weathering In accordance w4th ASTM 13 83 for 2000 hours, the
SUBMITTED BY: paint coating on the roofing material remained Intact but changed
from a gloss to a dull finish. Ultimate tensile strength-and%
TALLANT INDUSTRIES,INC. elongation of weathered specimens showed little change from
4900 ONDURA DRIVE OMIT that exhibited by specimens tested prior to weathering.
FREDERICKS9.URG, VIRGINIIA 2241WI 4.2 Ondura Corrugated Asphalt Tiles
1. ORoDUCT TRADE NAME The Cincture corrugated asphalt files are corrugated asphalt
Trade roofing files of the same composition as the Ondura corrugated
asphalt roofing sheets described In Section-4.1 of this report.
Ondura(corrugated The tiles are 48 inches(1.22 m)Wide by 19-3/4 inches(502 m)
Ordura Corporation long and have the same comigation pattern, weight, and
4900 Ondura Drive sheets;and flies) thickness as the sheet described in SeLton 4.1. Accessories are
Fredericksburg,Virginia 22407
the same as those noted for the sheet.
A�P p R 0 V E 1)
2. SCOPE OF EvALuAfjdM Of ATLANTIC BEACp, Fire classifications and weathering testing noted above for the
BUILDING OrFICE Ondura corrugated asphalt roof Ing sheets are applicable to the
-0 Weather Resistance
Ondvra corrugated asphalt tiles as well. When installed in a
Wind Resistance MAR 2 2 2004 rri�nner consistent with that Indicated in Section 5.3 below and
Fire Classification lebted far wind uplift tea'Istance In accordance with FM 4470,the
Ohdura corrugated asphalt tiles demonstrated an ultimate uplift
3. - USES By� rebistance of 94 psi(450ONftl)when installed using the nailing
pdttem shown in Figure 2 below. Thus,Installation of the system
The Ondura corrugated asphalt io@fi_ng_-sh-e-M-and4heOndura Is�errnitted in areas where the design wind loads on the roof do
corrugated asphalt tHe are used as Class C roof coverings. ndt exceed 47 pet(2250 Ndtm�- When Installed using the nailing
4. DESCRIPTION pshem shown in Figure 3 below,the Ondura corrugated asphalt
illds demonstrated an ultimate uplift resistance of 109 psi(5220
Nh�. Thus,this system Installed with the enhanced nailing Is
4.1 Onclum Corrugated Asphalt Roofing Sheets peltmitted in areas where the design wind loads an the roof do
not exceed 54 psi(2610 Nlm').
The Ondura corrugated asphalt roofing sheets are corrugated
roofing sheet material made of puipboard sealed with a bitumen
coating. The top surface Is available in various colors. The
sheets are 48 inches(1.22 m)wide by 78-718 inches(2 m)long
and have 1-3/6 Inch(35 rnm)deep corrugations along their length
ICC-EY td�xticy relinru tire Fust eu he cmurriled us representing aesthetics or attyinAce,auributits ism silircilicafiv jililressett.need,tire ikitt,too be etipismim av test twitirsemens tPhe sliNect
af the repim torts recowronentitairmfor it.(are.net*is Ae nwrratry by 1CCEvalmation Service.Inc,,ex press fir inipheil.its its tin.1-jenefing der other meater in ohi.r reptirf,der toy(it ifM-Imnicky
cavervil b%-the rrPipm.
Copyright 0.2003 Page 1 of 4
03/1: j4 14:07 1-540-898-4991 TALLANT IND PAGE 03
9649A PAGE 2 OF 4
Figure 1:
14'
Figure 2:
ply Dad" FlooM9 FM
4 Iff'
V
IL
Note: Edp s with Vs are not
naW down untill LVW by =n:U In valey undw lop 4 Ur firm acks of tk
adpining stwWs using 3" X m1a, m aridVa uW In avoiy
Ondura nalls. —.W and raw.
Figure 3:
x
P"wd D**mq
Pbofling Fail
T
x x I
X 3'Ondura nail in every corrugation crown &I end(aps and in
every comigation along starts( row and and rcw.
03/19/2004 14:07 1-540-898-4991 TALLANT IND PAGE 04
PAGE 3 OF 4 9649A
S. INSTALLATION Ridge caps, hip covers, valley flashing, sidewrall flashing,
flashing at protrusions, closure strips, and other such items
5.1 General shall be installed as required by the manufacturer's instructions
to give weather integrity to the roofing system'.
The manufacturer's published inStall2fion Instructions,Section
1509 of the Standard Building Code, and this report shall be 6. SUBSTANTIATING DATA
strictly adhered to and a copy of these instructions shall be
availabie at all times on the job site during installation. The 6.f Manufacturer's descriptive literature, installation
instructions within this report and Section 1509 of the Standard instructions,and quality control manual.
Building Code will govern it there are any conflicts between the 6.2 Report of wind uplift testing(FM 4470),wind driven rain
manufacturees instructions and this report. testing,and weathering testing(ASTM G 53),prepared
by Warnock Hersey Professional Services Ltd.,Project
5.2 Ondura Corrugated Asphalt Roofing Sheets 50484-C7-706400,Report No.1/90 Rev.,dated July 31,
1990,signed by Faild Mawani,P. Eng.
The Ondura Corrugated asphalt roofing sheets shall be installed 6.3 Report of Impact resistance testing per ASTM D-3746,
over solid decks of exterior grade plywood having a minimum prepared by Warnock Hersey Professional Services
thickness of A inches(12.7 m m)and a minimum roof slope of Ltd.,Project 50484-C7-753300, Report No. 1/91 Rev.,
3:12. dated February 12, 1991,signed by Paul Arnold.
6.4 Report of accelerated weathering (ASTM G 53) and
Undiirlayment shall consist of one layer of No. 30 felt laid dynamic impact testing,prepared by Warnock Hersey
parallel to the eaves with a 2 inch(51 mm)top lap and a 4 Inch Professional Services Ltd., Project 50484-C7-753300,
(102 mm)end lap nailed sufficiently to hold.the underfayment In Report No.. 2/91 Rev., dated September 30, 1991,
place. signed by Paul Arnold.
m66 Report of wind uplift testing (FM 4470), prepared by
Sheets shall be nailed to the roof using Ondura's ring inchcape Testing Services (Wamock Hersey), Project
washered nails of sufficient length to penetrate the deck a 481-1080,Report No.1/95,dated July 19,1995,signed
minimum of 314 inch(19 mm). Sheets shall be installed with by Doug Docherty.
every crown nailed at 24 inches(610 mm)an center wfth single 6.6. Fire tests conducted in accordance with ASTM E 108
corrugation oveHap at the sides and 7 inch(180 mm)overlaps. on the Ondura corrugated asphalt roofing sheets,SwRl
at the ends (See Figure I for an illustration of this nailing Project No.01-6743-016,dated June, 1995,signed by
pattern), This system is permilfted In areas where the design Charles C.Bailey and Alex B.Wenzel.
wind loads on the roof do not exceed 30 psf (1437 N/m�. 6.7 Letter prepared by Southwest Research Institute
Stagger the sidelaps between rows of sheets. concerning fire classification, dated April 17, 11966,
signed by Charles C, Bailey and Alex B.Wenzel.
Ridge caps, hip covers, valley flashing, sidewall flashing,
flashing at protrusions, closure strips, and other such Items 7. CODE REFERENCES
shall be Installed as required by the manufacture;`3 instructions
to give weather integrity to the roofing system. Standard Building Code-1994 Edition
5,3 Ondura Carrugated Asphalt Tiles Section 103.7 Alternate Material and Methods
Section 505 Buildings Located Within a Fire District
The Onclum Corrugated Asphaft rile Roofing System shall be Section 1509 Roof Coverings
Installed over solid decks of exterior grade plywood having a Section 1606 Wind Loads
minimum thickness of A inches(112.7 mm)and a minimum roof Section F1 02.2.4 Other Specific Requirements
slope of 3:12.
8. COMMITTEE FINDINGS
Underlayment shall Consist Of one layer of No. 30 left laid
parallel to the eaves with a 2 inch(51-mm)top lap and a 4 inch The Subcommittee on Evaluation In review of the data
(102 mm)end lap nailed sufficiently to hold the underfayment in submitted finds that, in their opinion, the Ondura corrugated
place. asphaft roofing sheets and the Ondura corrugated asphalt files
as described in this report conform with or are suitable
Nails placed at tile crowns shall be Ondura's ring shanked, alternates to that specified in the Standard Building Code or
Washered nails of sufficient length to penetrate the deck a Supplements thereto.
minimum of 3/4 inch(19 mm). Nails placed in the file valleys at
the underlaps,when requ(red,shall be galvAnized roofing nails S. UMITA71ONS
having sufficient length to penetrate the deck a minimum of 3/4
inch (19 mm). The roofing nails shall also have a minimum 9.1 This Evaluation Report and the installation instrucbons,
0.125 in6h (3.18 mm) diameter shank and a minimum 0.410 when required by the building official,shall be submitted
inch (10.4 mm) diameter head. Tiles shall be installed with at the time of permit application,
single corrugation overlapat thesides and 5-3/4 inch(150 mm) 9.2 The manufacturer's published installation Instructions,
overlaps at the.ends. In applications where the design wind Section 1509 of the Standard Building Code, and this
loads on the roof do not exceed 47 psi(2250 Nlm�,the nailing report shall be strictly adhered to.
pattern shown in Figure 2 is required. In applications where the 9.3 The Ondura corrugated asphalt roofing sheets and the
design wind loads on the roof do no( exceed 54 psi (2596 Ondura corrugated asphaittiles shallnothe installed on
N/m2),. the nailing pattern shown in Figure 3 is required. roofs having slopes of less than 3:12,
Sidelaps are staggered between rows of tiles,
14:07 1-540-898-4991 TALLANT IND PAGE 05
964§A PAGE 4 OF 4
9A The Ondura corrugated asphalt roofing sheets and the 10, IDENTIFICATION
ondura corrugated asphalt tiles shall not be Installed on
roofs of buildings located in a fire district. All packaging of the Ondura corrugated asphalt roofing sheets
g,5 The Ondura corrugated asphalt roofing sheets shall not and-the Ondura corrugated asphalt tiles as described in this
be installed on roofs where the design wind uplift report shall bear the manufacturer's name and/or trademark,
pressures exceed 30 psl(1437 N/m�. SE3CCl Public Safety Testing and Evaluation Services, Inc.'s
9.6 The Ondura corrugated asphalt tile shall not be Seal,and the number of this report for field identification,
installed on roofs where the design wind uplift
pr ures exceed 47 psf(2250 N/m)or 54 psf(26 10 11. PERIOD OF ISSUANCE
� m1l, depending on the nailing pattern as noted in
Section 5.3 above. SEE THE CURRENT EVALUATION REPORT LISTING FOR
STATUS OF THIS EVALUATION REPORT.
FQr infornation on this report contact:
jy�!�J, dry G. Nichols,P.E.
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
S-)
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 08-00000752 Date 6/10/08
Property Address . . . . . . 1673 E PARK TER
Application type description RESIDENTIAL OTHER
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 1150
----------------------------------------------------------------------------
Application desc
INSTALL 11 STORM PANELS
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
HACKNEY ALUFAB, INC
1673 PARK TERRACE EAST 7380 PHILIPS HWY
ATLANTIC BEACH FL 32233 STE 102
JACKSONVILLE FL 32257
(293) 334-2040
----------------------------------------------------------------------------
Permit . . . . . . BUILDING PERMIT
Additional desc . .
Permit Fee . . . . 40 . 00 Plan Check Fee 20 . 00
Issue Date . . . . Valuation . . . . 1150
Expiration Date . . 12/07/08
----------------------------------------------------------------------------
Special Notes and Comments
*2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS .
2004 FLORIDA BUILDING CODE - RESIDENTIAL.
2005 NATIONAL ELECTRICAL CODE.
WINDOW AND DOOR INSPECTION:
*INSTALLATION INSTUCTIONS REQUIRED
*ALL STICKERS ARE TO REMAIN ON THE WINDOWS
*PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 40 . 00 40 . 00 . 00 . 00
Plan Check Total 20 . 00 20 . 00 . 00 . 00
Grand Total 60 . 00 60 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
T.
City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned,by the,Building Department.)
800 Seminole Road
Atlantic Beach, Florida 32233-5445
Phone(904)247-5826 - Fax(904)247-5845
E-mail: building-dept@coab.us Daterouted:
City web-site: http:/twww.coab.us
APPLICATION REVIEW AND TRACKING FORM
Department review required Yes No
Property Address: / r T_Not( Building
Planning &Zoning
Applicant: I bo Public Works
Public,Utilities
roject� v2n�
Public Safety
Fire Services
Other Agency Review or Permit Required Review or Receipt D a t e
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPI-19ATION STATUS
Reviewing Department First Review: RA/pproved. E]Denied.
(Circle one.) Comments:
UILDING
ZO
PLANNIN ZONING
PUBLIC WORKS Reviewed by: PYI km.'Lla Date: 6
y
PUBLIC UTILITIES Second Review: DApproved as revised. F�Denied.
Comments:
PUBLIC SAFETY
FIRE SERVICES
Reviewed by: Date:
Third Review: FlApproved as revised. F�Denied.
Comments:
Reviewed by: Date:
CITY OF ATLANTIC BEACH 08-
P7 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233
OFFICE:(904)247-5826 0 FAX NO.:(904)247-5845
BUILDING-DEP7@COAB.US
BUILDING PERMIT APPLICATION DUVAL COUNTY
3.SO.IFT UNDER ROOF
,lC 408 ADDRESS. j `�V -jl� ZVALUATION OF WORK;
73 eLi(K -r�oe-
5.CLASS OF WORW
4.LEGAL DESCRIPTION:. 6�WE OF STRUCTURE'�'.
11 NEW BUILDING I-][DEMOLITION ?MSIDENTIAL
T
LOT]8� 13LOCK(-3 SUB DIVISION 'I, M.R(I 04 Vq it 0 Co, ERC"
El ADDITION 0 CONVERTING USE 0 COMMERCIAL
ATION El ACCESSORY BLDG. 8.FIRE SPRINKLER.-
11 ALTER
0 MOVE
0 REPAIR 0 POOLISPA 0 YES /A
0 OTHER El NO FIN
PROPERTY OWNER., CONTRACTOR:
ARCHITECT t ENGINIEER.�:�:�',�.,.'
9.NAME: 15.COMPANY�PE 23.COMPANY NAME:
16.NAME: 24.LICENSEE NAME:
a-kild 4Adr'qd1e
10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.:
103 64k -rw' E 18.ADDRESS, C-6 C 05--1�-� 26.ADDRESS:
0o+1C t3eq(4 , rc- -73?V P41 1 tq #t,y 54?
T,,cks--4v111e, Ft
11,qFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE, �20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.:
QLqj� ?53-�' I (W) -334-T, oqo L-n-�)3�+TZ-K
'13.CELL PHONE: 21.CELL PHONE: ) 0 29.CELL PHONE:
N-Z f -/74- -
14�EMAIL ADDRESS: 22.EMAIL ADDRE4S: a,E)f
6. 30.EMAIL ADDRESS:
F E SIMPLE TITLe HOLDER-
DIN COM, ..... .... 0
J
ON
31,NAME: 33.NZE: 35.NAME:
32.ADDRESS: 34.ADDRESS: 36.ADDRESS:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this
jurisdiction. This permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or
abandoned for a period of six(6) months at any time after work is commenced. I understand that separate permits must be secured for
Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc.
OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable
laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and
prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law.
WARNING TO OWNER:
YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
OWNER Or AGENT
CONTRACTOW,
'k
(Pqalt er Only).�.-'�
CA 6rAg66 etter��ra�
"...(IfAgent�Pmvw Attorney d
Signed: Date: �i ne
Before me this day of 2 0 01 i n a7cZ-nt-y.f Before me this Z� day of low 200$in the county of
Duval, lo
.�Pharersonally a Duval,State of Florida.has personai ily-Ppeared
C)
herin by h4e<herself and tatements and declarations are herin by himself/herself and affirms that all statements and declarations are
true and accurate. at�-# true and accurate.
Notary Public at Large,State of County of Notary Public at Large,State of County of
0 Personally Known P;lersonally Known
1:1 Produced Identification- Produced Identifict,orr"
Notary Signature:
if X1%J'JML% eon
FLUNCE
0 "FL
IJANE
EAC
�3=mlwv
PE' NAL
a
0"'y put
CITY OF ATLANTIC BEAC DAVID DEL RIO
SEE PERMITS FOR ADDITIONAL
Y COMMISSION#DD511766
TIO S
7R"Q
ALM 1 0 UIREMENIS AND CONDITIONS�'��.,'.,,gP' EXPIRM Januaiy 29,2010
Ply VWW W
REVIEWEDBY
FILI C rRE D BY..,
DATE:
08-
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD,ATLANTIC BEACH.FL 32233
OFFICE:(904)247-5826 0 FAX NO.:(904)247-5845
BUILDI NG-DEPT@COAB.US
BUILDING PERMIT APPLICATION DUVAL COUNTY
FT.MNDER ROOF
T,40B ADDRESS: Z.VALLIA I IUN OF,W0RK: 31 SO,
B.USE OF.STRUCTURE:
4,LEGAL DESCRIPTION',
5.CLASS OF WORK�
D NEW BUILDING 11 DEMOLITION 11 RESIDENTIAL
LOT_BLOCK_SUB DIVISION 13 ADDITION 0 CONVERTING USE El COMMERCIAL
-1 ACCESSORY BLDG. FIRE SPRINKLER:
DESCRIPTION.05 WORK- 0 ALTERATION
0 REPAIR 0 POOL I SPA 0 YES 0 N/A
[I MOVE C3 OTHER 0 NO
ARCHITECT I ENGINEER.,
PROPERTY OWNER: D: CONTRACTOR; . :-- ,-
9.NAME: 15.COMPANY NAME: 23.COMPANY NAME:
16.NAME: 24.LICENSEE NAME:
10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.:
18.ADDRESS: 26.ADDRESS:
11.0 FIFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 7 0.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.:
13,CELL PHONE: 21.CELL PHONE: 29.CELL PHONE:
14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS:
MOIRTGAGE LEND
G,
IMPLE TITLE HOLDER�z.,,
BONDIN. 9011111
F,OtHF;R THAN OWNER)
31.NAME: 33.NAME: 35.NAME:
32.ADDRESS: 34.ADDRESS: 36.ADDRESS:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this
jurisdiction. This permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or
abandoned for a period of six(6) months at any time after work is commenced. I understand that separate permits must be secured for
—Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc.
OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable
laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and
prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law.
WARNING TO OWNER:
YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Quarifler On
OWNER of AGENT',,�
ent ower� Attorney.
(if Aq orAdency Le� r Required) t
Signed,A Date:'� Signed: Date:
Before me this day of ,2007 in the county of Before me this day of ,2007 in the county of
Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared
hern by himself/herself and affirms that all statements and declarations are herin by himself I herself and affirms that all statements and declarations are
true and accurate. true and accurate.
Notary Public at Large,State of_,County of Notary Public at Large,State of_.County of
11 Personally Known El Personally Known
El Produced Identification- El Produced Identification-
Notary Signature: Notary Signature:
COAS FORM BLDG01:REVISED:1/1012008
Property Appraiser -,Property Details Page 2 of 2
1673 E PARK TE Atlantic Beach FL 32233 Exterior Wall Brick
.20 Face
...............
.............. ................... ............
Roofing Structure 3 i Gable or Hip
.................. ............. .......................................................................... FGR
Building Type 10101-SFR I STORY SOH Roofing Cover 3 1 Asph Comp Shingle
................................................. .................................................
Year Built 1971
Interior Wall 5 Drywall
................................. .....................................................................................................
Gross Area Hea
led Area
Int Flooring 8 Sheet Vinyl HAS
BaseArea 1837 1837 ...........-.................................................. .......... ...............
Int Flooring 14 Carpet
Finished Garage 600 0 ...............................I..........
..................................................
Electric
ed Open Porch 168 0 ............. .......... ......................................
Heating Fuel 4
Finish Heating Type 4 Forced-Ducted
Ntal t 2605 1837 ............... ................ _�............ ......................... FOP
Air Conclitioninq 3 Central
Element Code
........................
Stories 1,000
Bedrooms 3.000
Baths 2.000
Rooms/Units 1.000
Traversing Data
Notice of Proposed Property Taxes(Truth in Millage Notice)
!Add'l
Base I Taxable Value Last Year iProposed Rolled-back
1 Exemptions
......................................................... .................................. ............ ............. ........................................ ......................................................
General Gov Voted 1$109,338.00 $0.00 $109,338.00 $0.00 $000 $0.00
.......................... ......................................... ............................................... .......................... .. ...........................................
...............
Public Schools:By State Law
$109,338.00 i$0.00 $109,338.00 $523.94 $533.46 1$468.74
...........................................
$273.06
By Local Board $109,338.00 $0.00 $109,338.00 $292.73 $297.95
School Board Voted $109,336.00 $0.00 $109,338.00 $36.27 1$16.51 $16.51
Gen Govt USD2,2A,26,3,4 $109,338.00 $0.00 $109,338.00 $673.41 1$567.84 $672.95
Atlantic Bch $109,338.00 $0.00 $109,338.00 $317.91___,t$327,73 $300.93
Urban Service Dist3 $109,338.00 $0.00 $lG9,338.00 $0.00 1$0.00 $0.00
Water Mgmt Dist.SJRWMD $109,338.00
$0.00 $109,338.00 $49.00 $45.46
$46.86
--------t_,$,1,,0_9, 3,3_8------
FL Inland Navigation Dist $109,338.00 $0.00 .00 $4.08 $
...........
Totals $1,897.34 $1,792.72 $1,802.85
Just Value I Assessed Value i Exemptions
Taxable Value
$447,685.00 $131,061.00 $25,000.00
Last Year $106,061.00
$109,338.00
Current Year $476,867.00 i$134,338.00 1$25,000.00
Property Record Card (PRQ
The Property Appraiser Office provides available historical record cards(PRQ.You must set your browser's Page Set Up for printing
to Landscape to print these cards.
2005
2004
2003
2002
2001
2000
1999
1998
1997
More Information
Parcel Tax Record
GIS Map
Map this property on Google Maps
http://apps.co-i.net/pao propert-ySearch/Basic/Detail.aspx?RE=1720200220 5/16/2008
Property Appraiser 7 Property Details Page I of 2
HACKNEY NORMA L ET AL Primary Site Address Official Record Book/Page Tile#
1673 PARK TE E 1673 E PARK TE 14293-2010 9409
ATLANTIC BEACH, FL 32233-5846 Atlantic Beach FL 32233
WHITEMOUNTAIN SUSAN A R/S
1673 PARK TE E
ATLANTIC BEACH, FL 32233-5846
1673 E PARK TE
roperty Detail Value Summary 1axGIS Map map this Droperty
.......... ............ .......... ...... ..........
RE# 1172020-0220
JOP �q
I Value Method CAMA
Tax.% 1 USD3 CAMA
10100 SINGLE Building Value $176,548.00 $173,478.00
Propertxmie ................
FAMILY Extra Feature Value $319.00 $0.00
#of Buildings 1 Land Value(Market) $300,000.00 $300,000.00 (Or W1),Kkoom-Alk,
34-51 09-2S-29E La
1$0.00 $0.00
Legal Desc. SELVA MARINA UNIT ...........
NO 6 Just,(Market)Value $476,867.00 $473,478.00
............ ................... ..................................................................
A $476,867.00 i$473,478.00
03132 SELVA
MARINA UNIT 06 Exe.mPt.yalop $0.00 $30,000,00
Taxable Value $476,867.00 $443,478.00
.............................................. ........ ............-.-...........................
The sale of this property may result in Senior Exemptio $0.00
--ni $0.00
..........I.............. ...................... ...............................................—-—---------
higher property taxes. For more
Senior Taxable $0.00 $0.00
information go to Save Our Homes and
our PropeM�Tax Estimator . Property
values,exemptions and other
information listed as'In Progress'are
subject to change.These numbers are
part of the 2008 working tax roll and
will not be certified until October. Learn
how the Property Appraiser's Office
values propefty.
Sales History
aook Pa e Sale Date Sale Price i DeedInstruynep Oualified/Unaualified Vacant/Improved
____ypg_Cqdq
14293-2010 11/26/2007 $403,000.00 WD-Warranty Deed Qualified Improved
17549-1836 2115/1993 $126,000.00 WD-Warranty Deed Qualified Im P.
QC
Unknown
Qa22LZM 1/30/1985 1$100.00 Quit Claim Improved
Unknown
95UE1516 1/10/1985 $106,500.00 WD-Warranty Deed I Improved
Q4693-0728 7/12/1978 $63,500.00 WD-Warranty Deed Unknown i Improved
04682-0370 7/12/1978 $63,500.00 WD-Warranty Deed
Unknown Improved
04198-0395
7/14/1976 $61,000.00 WD-Warranty Deed Unknown Improved
Extra Features
No data found for this section
Land &Legal
Land al
LN 1 Code Use Description 1 zoni
I Front Ide th 1 LN 1 Legal Description
0.00 0.00 1 Common 1.00 $300,000.007 1 34-51 09-2S-29E
2 SELVA MARINA UNIT NO 6
3 LOT 8 BLK 13
Buildings
Building 1
...................... ..........
Building I Site Address
httD://aDDS.COi.net/-oao i)roi)ertvSearch/Basic/Detaii.aspx?RE=1720200220 5/16/2008
00044 ios�q�k(-aq
-F7 M-K 1-.7
i MK 8
MK 9
NL HACKNEY-1673 PARK TERRACE EAST,
ATLANTIC BEACH
MK 10
MK6
MK 11
MK 5
MK4 MK3 MK 2
MK 1
Page I of I
FLORIDA BUILDING CODE, 2004
DESIGN PRESSURES FOR COMPONENTS & CLADDING
CALCULATIONS CONFORM WITH ASCE 7-05
Building Information Job Information
Wind Velocity(mph): 120 Calculation,,Type: WALL OPENINGS
Importance Factor: 1.00
Exposure Category: Job Number: 0801632
C smcims Company Name: ALUFABINC
Directionality Factor(kd): 0.85 1WERNAT*NAt-U.0 Prepared By: DAVID MEDRANO
Internal Pressure Coefficient 0.18 Date/Time: 5/22/2008 12:32:04 PM
Mean Roof Height(11): 15 Client Name: NORMA HACKNEY
Building Width(ft): 40
Building Length(11): 60 Job Description: I I OPENINGS STEEL PANELS
Roof Slope(x:12): 6
Width of End Zone(11):
Opening Desc. Opening Ele,0(j
10pe.ing Width ji 0 p e n i H g H e i g 1,t(i nfl M a x+P,-es.(p S F717-711-1 I--,,-(P1 0�
STEEL PANELS] L 5 72 28.8 -3-1.4
STEEL PANELS] 5 72 72 28.8
STEEL PANELS1 5 96 73 28.2
5 72 72 28.8
STEEL PANELS F -31.4
STEEL PANELS] 36 30.2 L�-32.8
[STEEL PANELS] 5 36 36 31.4
STEEL PANELS] 5 36 36 31.4
[STE 5 72 36 30.2
[STEEL PANELS] 5 72 36 30.2 IF-7-32.8
STEEL PANELS] 5 24 36 31.4
STEEL PANELS] 72 _jj 36 30.2 L�-32.8
MEAN PO-OF
4
WALL$OF ALL BUILDING HEIIGHTS
file:X:\Documents and Settings\dmedrano\My Documents\WINDLOADS\NORMA HAC... 5/22/2008
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
INSPECTION EMAIL REQUEST:
Building-dept@coab.us
Application Number . . . . . 07-00001723 Date 1/17/08
Property Address . . . . . . 1673 E PARK TER
Application type description RESIDENTIAL OTHER
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 7090
------ -- -- ----- ---- ------ ------------------- --- --- ---- -- - - -- ----- - ----------
Application desc
WINDOW REPLACEMENT
----- - --- --- --- -- --------------- - ---- - ---------- --- --- - ---- - - -- - --------- ---
Owner Contractor
----- ----- ---- ------ ---- ------------ -- - ---- -----
WHITEMONTA WINDOW WORLD OF JACKSONVILLE
1673 PARK TERRACE EAST 8535 BAYMEADOWS ROAD UNIT 12
ATLANTIC BEACH FL 32233 DEA NATIONAL HOMECRAFT
JACKSONVILLE FL 32256
(904) 443-7001
------------------------------------------------------ ----------------------
Permit BUILDING PERMIT
Additional desc . .
Permit Fee . . . . 70 . 00 Plan Check Fee 35 . 00
Issue Date . . . . Valuation . . . . '7090
Expiration Date . . 7/15/08
---------------------------------------- ------------------------------------
Special Notes and Comments
*2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS .
2004 FLORIDA BUILDING CODE - RESIDENTIAL.
2005 NATIONAL ELECTRICAL CODE .
WINDOW AND DOOR INSPECTION:
*INSTALLATION INSTUCTIONS REQUIRED
*ALL STICKERS ARE TO REMAIN ON THE WINDOWS
*PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS
------------------------------------------------ --- ------ -------------------
Fee summary Charged Paid Credited Due
------ ----------- ---------- ---------- --- ---- --- -- - - ---- - -
Permit Fee Total 70 . 00 70 . 00 . 00 . 00
Plan Check Total 35 . 00 35 . 00 . 00 . 00
Grand Total 105 . 00 105 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
CITY OF ATLANTIC BEACH PERMIT
BUILDIENG/ ZONING DEPARTMENT APPLICATION
800 Seminole Road
Atlantic Beach�Florida 32233
(904)247-�800
(904)247-5845 Fax
v.rww.coab.us
APPUCATION TRACKING FORM
REQUIW DEPT:
Y UN PLANNING
Property Address, y k BUILDING
z n�
P: y PUBLIC WORKS
Applicant: 0
PUBLIC UTILITIES
Y ra) FIRE D-EPT.
Project:. I 10i �Abw,:5� Y PUBLIC SAFET Y
Cl) -APPROVAL
Lu REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE:
0,
Z Lu,
LU y N D.E,P HUFSTETLER
a y S.J.R..W.M. CARPER
Lu
�N: ARMY CORPS of ENG CARPER
Y N HOTELS&RESAURANTS HUFSTETLER
APPLICATION STATUS
CIRCLE ONE: SITE BUILDI�G DA AP REVIEWED BY: INITIAL: DATE:
_7
1 ST REV ?-C)
PLANNING
BUILDINIGX 2ND REV
PUBLIC WORKS
PUBLIC UMMES
FIRE DEPT.
PUBLIC SAFETY El 3RD REV 11 11
IF% A;;Afla)_
CITY OF ATLANT16 BEACH 07- t-7 LP�0 I
MINOLE ROAD,ATLANTIC BEACH,FL 32233
800S
OFFICE:(904)247-5826*FAX NO.:(904)247-5845
BUILDING-DEPT@COAB.US
BUILDING PERMIT APPLICATION DUVAL COUNTY
4 0,; RES&'
0 ADD 77711777
1:!40-"a� ZY-4'W"qN
4
4 ik'W! QlPWO'fW' ,..,!r
"N'
14413 il�tla�tic Beach, FL 32233 9
E0,AL OFSTRWTURE!:�'i
'34-sl-101,2.3--all IE 13 NEW BUILDING 13 DEMOLITION ),i�RESIDENTIAL
LOTS BLOCK SUB DIVISION S*' 13 DDITION 13 CONVERTING I JSE OMMERCIAL
,T W25;
ALTERATION 11 ACCESSORY BLDG.
�4
[3 REPAIR 11 Pq-q1L I SPA 0 YES N/A
to.e C-t� 0 MOVE 13 o';n4ER 0 NO
9.NAME 15.COMPANY NAME: 23.COMPANY NAME:
US Ae—yv-x-Aa h=� k') �'Zwu CA-Ti,-Pk
16.NAME: 24.LICENSEE NAME:
tj rAL- .,t
IF-, bw -zI:::%- 4, F:7:�4c-
10.ADDRESS: EOF FLOVA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.:
7T
17.STAT
167-3 C-G C�
18.ADORE 26.ADDRESS:
%"Sb:
11.OFFICE PHONE: 12.F NO.: 19.OFFICE PHONE: 27,OFFICE PHONE: 28.FAX NO.:
�Z-(06�a-5-k*17 to cic�q' q4 3__ lfq-3-7-i-71-
7�0.FAX NO
13.CELL PHONE: 21.CELL PHONE: 29.CELL PHFNE:
910y - ?s--3-4'77? NJ VA,
14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS:
-C.6b-
i'ge 5-
T
R p"
Ila
31.NAME: 33.NAME: 35.NAME:
"Am
32.ADDRESS: 34.ADDRESS: 36.ADDRESS:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this
d 0,
jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspende ,
abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for
Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc.
OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable
laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and
prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law.
WARNING TO OWNER:
YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER ORLANIMORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
0
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Before me this 2-(,* day of JZ)g&RAL%� ,2007 in the county of Before me this "day of Ck4--�� 1 2007 in the county of
Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared
\��011 (51 R-A-k F---vf=C
herin by himself/herself and affirms that all statements and declarations are herin by himself 7�erseif and affirms that all statements and declarations are
true and accurate. true and accurate.
Notary Public at Large,State of f7016CIA,County of C)Aeyo-y Notary Public at Large,State of of
0111!4dO.,County
11 Personally Known ersonally Known
c_-;J?Produced Ida fificati n-
P L->L roduced Identificat
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Notary Signa;W rNotapry Signaturea)!!���1
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KIMBERLY LYN JLIFER KIMBERLY LYN AFER
Notary Public, state of Florida Notary Public, state of Florida
COAS FORM BLDG01:REVISED:12/1M1/Y090MM. exp. Mar. 11, 2008 My comm. exp. Mar. 11, 2008
COMM. No. DD 299350 Comm. No. DD 299350
Ak
Architectural Testing
AAMA/WDMA/CSA TEST REPORT
Rendered to:
ALSIDE WINDOW COMPANY
SERIES/MODEL: 0201
PRODUCT TYPE: PVC Double Hung Window
Summary of Results
Title Test Specimen#1 Test Specimen#2 Test Specimen#3
Primary Product Designator H-LC25 1118 x 1956 H-LC45 1118 x 1524* H-1,C55 914 x 1524*
7) (44 x 60*) (36 x 60*)
Design Pressure* 1200 Pa(25.0 psf) 2160 Pa(45.0 pso 2640 Pa(55.0 pso
Negative Design Pressure* 1200 Pa(25.0 pst) 2160 Pa(45.0 pst) 2640 Pa(55.0 pst)
Operating Force(in motion) 89 N(20 lbo N/A N/A
Air Infiltration 1.1 L/s/m" N/A N/A
(0.21 CfM/ft)
Water Penetration Resistance Test Pressure 440 Pa(9.0 psf) N/A N/A
Uniform Load Structural Test Pressure 1800 Pa(±3 7.5 pst) ±3240 Pa(±67.5 pso ±3960 Pa(±8
Forced Entry Resistance Grade 10 N/A N/A
*-Optional Secondary Designators
Test Completion Date: 0 1/27/06
Reference must be made to Report No. 62609.02-501-47, dated 02/14/06 for complete test
specimen description and data.
130 Derry Court
York, PA 17402-9405
phone: 717-764-7700
fax: 717-764-4129
www.archtest.com
Architectural Testing
AAMA/WDMA/CSA TEST REPORT
Rendered to:
ALSIDE WINDOW COMPANY
3773 State Road
Cuyahoga Falls, Ohio 44223
Report No.: 62609.02-501-47
Test Dates: 01/25/06
Through: 01/27/06
Report Date: 02/14/06
Expiration Date: 01/27/10
Project Summary: Architectural Testing, Inc. (ATI) was contracted by Associated Materials,
Inc. to perform tests on three Series/Model 0201, PVC double hung windows at their facility
located in Cuyahoga Falls, Ohio. The samples tested successfully met the performance
requirements for the following ratings: Test Specimen #1: H-LC25 1118 x 1956 (44 x 77); Test
Specimen #2: H-LC45 1118 x 1524* (44 x 60*); Test Specimen #3: H-LC55 914 x 1524* (36 x
60*). Test specimen description and results are reported herein.
General Note: An asterisk (*) next to the performance grade indicates that the size testedfir
optional performance was smaller than the Gateway test sizefor the product type and class.
Test Specifications: The test specimens were evaluated in accordance with the following:
ANSf/AAMAINWWDA 101/i.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVQ
and Wood Windows and Glass Doors.
AAMA/WDMA/CSA 101/l.S.2/A440-05, Standard/Specification for Windows, Doors, and
Unit Skylights.
Test Specimen Description:
Series/Model: 0201
Product Type: Poly Vinyl Chloride (PVC) Double [lung Window
Test Specimen#1: H-LC25 1118 x 1956(44 x 77)
Overall Size: 1118 mm (44") wide by 1956 mm(77")high
Top Sash Size: 1035 mm (40-3/4")wide by 940 mm (37") high
Bottom Sash Size: 1060 mm (41-3/4") wide by 965 mm(38") high
ScreenSize: 1019 mm(40-1/8") wide by965 mm (38") high
Overall Area: 2.19 m' (23.5 ft2)
130 Derry Court
York, PA 17402-9405
phone: 717-764-7700
fax: 717-764-4129
www.archtest.com
62609.02-501-47
Architectural Testing Page 2 of 10
Test Specimen Description: (Continued)
Test Specimen#2: H-LC45 1118 x 1524* (44 x 60*)
Overall Size: 1118 mm (44") wide by 1524 mm(60") high
Top Sash Size: 1035 mm (40-3/4")wide by 721 mm (28-3/8") high
Bottom Sash Size: 1060 mm (41-3/4") wide by 748 mm (29-7/16") high
Overall Area: 1.70 m 2 (18.3 ft2)
Test Specimen #3: H-LC55 914 x 1524* (36 x 60*)
Overall Size: 914 mm (36")wide by 1524 mm (60")high
Top Sash Size: 832 mm(32-3/4")wide by 721 mm (28-3/8") high
Bottom Sash Size: 857 mm (33-3/4")wide by 748 mm (29-7/16") high
Overall Area: 1.39 m 2 (15.0 ft')
Thefollowing descriptions apply to all specimens.
Finish: All PVC was white.
Glazing Details: The sash were exterior glazed with nominal 21 mm (13/16") thick, sealed
insulating glass fabricated from two sheets of 3.0 mm(1/8")clear annealed glass a U-shaped
steel spacer system embedded in sealant, single sealed. The insulating glass was set against
a double-sided adhesive tape and secured with rigid vinyl glazing beads,
Frame Construction: The PVC frame was constructed using mitered and welded corner
construction. A snap-in PVC adapter was applied to the head.
Sash Construction: The PVC sash were assembled utilizing mitered and welded corner
construction.
Screen Construction: The screen was constructed with extruded aluminum. The corners
were miter cut and secured using plastic corner keys. The fiberglass mesh screen cloth was
held-in-place with a flexible vinyl spline.
62609.02-501-47
Architectural Testing Page 3 of 10
Test Specimen Description: (Continued)
Weatherstripping:
Description Quantity Location
4.7 mm (0.187") backed by I Row Head insert, sill, lock rail
6.6 mm (0.260") high pile
with center f in
4.7 mm(0.187") backed by I Row Exterior meeting rail (exterior),
8.9 mm (0.350") high pile top rail
with center fin
4.7 mrn (0.187") backed by 2 Rows Sash stiles
8.9 mm (0.350") high pile
with center fin
4.7 mrn(0.187") backed by I Row Exterior meeting rail (interior)
14.0 mm (0,550") high
vinyl jacket/foam filled bulb
4.7 mm(0.187") backed by I Row Bottom rail
10.2 mm (0.400") diameter,
offset vinyl jacket/foam filled bulb
25.4 mrn (1.0") by 12.7 mm (1/2") 4 Meeting rails, one at each end
by 6.4 mm(0.250")high
adhesive backed pile pad
Hardware:
Description Quantity Location
Metal button cam lock I Lock rail at mid-span, with mating
and keeper keeper at exterior meeting rail
(Test Specimen#1)
Metal button cam lock 2 Lock rail, 216 mm(8-1/2") in from
and keeper each end, mating keepers at exterior
meeting rail (Test Specimen#2 )
Plastic tilt latch 4 Top corner of sash
Metal pivot bar 4 Bottom corner of sash
Constant force balance 4 One perjamb
system with locking tilt shoes
Ak
62609.02-501-47
Architectural Testing Page 4 of 10
Test Specimen Description: (Continued)
Drainage:
Description Quantity Location
22 mm (7/8") wide by 2 Exterior face of sill, one at
4.7 mm (3/16") high weepslot each end
(with flap)
32 mm (I-1/4") wide by 2 Sill/jamb intersection, one at each
12.7 mm (1/2") deep weepslot end
25 mm (I") wide by 2 Intermediate sill wall, one at
4.7 mm (3/16") high weepslot each end
19.0 mm (3/4") wide by 2 Sill screen track, one at
4.7 mm (3/16") deep weepslot each end
9.5 mm (3/8") wide by 4 Bottom sash rail and exterior
3.2 mm (1/8") deep weepslot meeting rai I,one at each end
Reinforcement: The lock rail contained a custom shaped, formed steel reinforcement
measuring 22.2 mm by 11.7 mm by 1.2 mm (0.875" by 0.461" by 0.047"), reference
Drawing No. UY0095. The keeper rail and bottom rail contained a custom shaped, formed
steel reinforcement measuring 11.7 mm by 12.0 mm by 1.5 mm (0.875" by 0.473" by
0.059"), reference Drawing No. UY0094.
Installation: The unit was installed in a wood buck constructed of Spruce-Pine-Fir
construction lumber and secured through the jambs to the buck using four #8 x 64 mm
(2-1/2") long screws, one at the top and bottom of each jamb. The exterior and interior
perimeter was scaled with a silicone sealant, with the exception of an approximate 102 mm
(4") long void at each interior sill corner. A nominal 5 mm (3/16") gap was maintained at
the perimeter between the buck and window frame.
62609,02-501-47
Architectural Testing Page 5 of 10
Test Results: The results are tabulated as follows:
Paragraph Title of Test- Test Method Results Allowed
Test Specimen #1: H-LC25 1118 x 1956 (44 x 77)
2.2.1.6.1 Operating Force
5.3.1.1
Bottom Sash
Open
Breakaway 67 N (15 lbs) 230 N (50 lbs)
Maintain motion 89 N(20 lbs) 155 N (35 lbs)
Close
Breakaway 36 N (8 lbs) 230 N (50 lbs)
Maintain motion 45 N (10 lbs) 155 N (35 lbs)
Top Sash
Open
Breakaway 27 N(6 lbs) 230 N (50 lbs)
Maintain motion 89 N (20 lbs) 155 N (35 lbs)
Close
Breakaway 53 N (12 lbs) 230 N (50 lbs)
Maintain motion 80 N (18 lbs) 155 N (35 lbs)
Lock
Open 5 N (I lb) 100 N (22.5 lbs)
Close 5 N (I lb) 100 N (22.5 lbs)
Latches
Open 5 N (I lb) 100 N (22.5 lbs)
2.1.2 Air Leakage Resistance per ASTM E 283 (See Note#1)
5.3.2 75 Pa (1.57 psf, 25 mph) 1,1 L/s/m 2 1.5 L/s/m 2
(0.21 CfM/ft) (0,30 CfM/ft)max.
Note #1: The tested specimen meets (or exceeds) the performance levels specified in
ANSIIAAMAINWWDA 1011I.S.2-97, 1011I.S.21NAFS-02, AAMAIWDAIAICSA 1011IS.
2IA440-05for air infiltration.
Ak
62609.02-501-47
Architectural Testing Page 6 of 10
Test Results: (Continued)
Paragraph Title of Test- Test Method Results Allowed
Test Specimen #1: H-LC25 1118 x 1956 (44 x 77) (Continued)
2.1.3 Water Resistance per ASTM E 547
5.3.3 (with and without screen)
180 Pa(3.75 pso No leakage No leakage
2.1.4.1 Uniform Load Deflection per ASTM E 330
5.3.4.2 (Deflections reported were taken on the exterior meeting rail)
(Loads were held for 52 seconds)
1200 Pa (25.0 psf)(positive) 6.9 mm (0.27") See Note#2
1200 Pa(25.0 psf)(negative) 9.1 mm (0.36") See Note 42
Note #2: The deflections reported are not limited by AAAIA1WDAI41CSA 10111.S.21,4440-05
for this product designation. The deflection data is recordedin thiv reportforspecial code
compliance and information only.
2.1.4.2 Uniform Load Structural per ASTM E 330
5.3.4.3 (Permanent sets reported were taken on the exterior meeting rail)
(Loads were held for 10 seconds)
1800 Pa(37.5 psf)(positive) 0.5 mm (0.02") 4.1 mm (0,16") max.
1800 Pa(37.5 pso(negative) 0.3 mm (0.0 1") 4.1 mrn (0.16") max.
2.1.8 Forced Entry Resistance per ASTM F 588
5.3.5 Type: A Grade: 10
Hand Tool Manipulation No entry No entry
Tests A I through A7 No entry No entry
Hand Tool Manipulation No entry No entry
5.3.6.2 Thermoplastic Corner Weld Test Meets as stated Meets as stated
62609.02-501-47
Architectural Testing Page 7 of 10
Test Results: (Continued)
Paragraph Title of Test- Test Method Results Allowed
Test Specimen #1: H-LC25 1118 x 1956(44 x 77) (Continued)
2.2.1.6.2 Deglazing Test per ASTM E 987
5.3.6.3
Top Sash
In operating direction - 320 N (70 lbs)
Meeting rail 1.5 mm(0.06") 11.43 mm (0.45")
Top rail 1.5 mm(0.06") 11.43 mm (0.45")
In remaining direction -230 N (50 lbs)
Left stile 0.8 mm(0.03") 11.43 mm (0.45")
Right stile 0.8 mrn(0.03") 11.43 mm (0.45
Bottom Sash
In operating direction - 320 N (70 lbs)
Meeting rail 1.5 mm (0,06") 11.43 mm (0.45")
Bottom rai 1 1.5 mm (0.06") 11.43 mm (0.45")
In remaining direction -230 N (50 lbs)
Left stile 0.8 mm(0.03") 11.43 mm (0.45")
Right stile 0.8 mm (0.03") 11.43 mm (0.45")
Optional Performance
4.3 Water Resistance per ASTM E 547
4.4.3.4 (with and without screen)
440 Pa(9.0 pst) No leakage No leakage
Ak
62609.02-501-47
Architectural Testing Page 8 of 10
Test Results: (Continued)
Paragraph Title of Test-Test Method Results Allowed
Test Specimen 42: H-LC45 1118 x 1524* (44 x 60*)
Optional Performance
4.4.1 Uniform Load Deflection per ASTM E 330
4.4.3.2 (Deflections reported were taken on the exterior meeting rail)
(Loads were held for 52 seconds)
2160 Pa(45.0 psf)(positive) 10.7 mm(0.42") See Note#2
2160 Pa(45.0 psf)(negative) 14.7 mm(0.58") See Note 92
4.4.2 Uniform Load Structural per ASTM E 330
4.4.3.2 (Permanent sets reported were taken on the exterior meeting rail)
(Loads were held for 10 seconds)
3240 Pa(67.5 psf)(positive) 0.3 mm (0.0 1") 4.1 mm (0.16") max.
3240 Pa(67.5 psf)(negative) 1.5 mm (0.06") 4.1 mm (0.16") max.
Test Specimen#3: H-LC55 914 x 1524* (36 x 60*)
Optional Performance
4.4.1 Uniform Load Deflection per ASTM E 330
4.4.3.2 (Deflections reported were taken on the exterior meeting rail)
(Loads were held for 52 seconds)
2640 Pa (55.0 psf) (positive) 9.1 mm (0.36") See Note#2
2640 Pa(55.0 pst)(negative) 7.6 mm (0.30") See Note #2
4.4.2 Uniform Load Structural per ASTM E 330
4.4.3,2 (Permanent sets reported were taken on the exterior meeting rail)
(Loads were held for 10 seconds)
3960 Pa(82.5 pso(positive) 1.5 mm (0.06") 3.3 mm (0.13 max.
3960 Pa(82.5 psf) (negative) 0.3 mm (0.0 V) 3.3 mm (0.13 max.
62609.02-501-47
Architectural Testing Page 9 of 10
Drawing Reference: The test specimen drawings have been reviewed by ATI and match the
test specimen reported herein.
Detailed drawings, representative samples of the test specimen, and a copy of this report will be
retained by AT[ for a period of four years from the original test date. The above results were
secured by using the designated test methods and they indicate compliance with the performance
requirements of the above referenced specification. This report does not constitute certification
of this product, which may only be granted by the certification program administrator. This
report may not be reproduced,except in full,without the approval of Architectural Testing, Inc.
For ARCHITECTURAL TESTING, INC.
004ally Signed for Lynn C—W by Annffsr L D*V- Digitally Signed by:Michael L�IeWkewmeth
Lynn George Michael L. Mackereth
Project Manager Director-Operations
LGJld
Attachments(pages):
Appendix-A: Alteration Addendum(1)
Appendix-B: Drawings(13)
Florida Building Code Online Page I of 4
In
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I 1 0Product Approval
USER: Public User
Product Approval Menu > Product or Aoplication Search > Applicatio List > Application Detail
tion
FL # FL1089-Rl
Application Type Revision
04� Code Version 2004
Application Status Approved
Comments
Archived
Product Manufacturer Alside Window Company
Address/Phone/Email 3773 State Road
Cuyahoga Falls, OH 44223
(330) 922-2108
mfernbaugh@alside.com
Authorized Signature Marsh Fernbaugh
mfernbaugh@alside.com
Technical Representative Marsh Fernbaugh
Address/Phone/Email 3773 State Road
Cuyahoga Falls, OH 44281
mfernbaugh@alside.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Double Hung
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Referenced Standard and Year (of Standard
http://www.floridabuilding.org/pr/pr_appjtl.aspx?param=wGEVXQwtDqtwudLxnkwGmVItZ74a45sZ... 12/26/2007
Florida Building Code Online Page 2 of 4
Standard) ANSI/AAMA/NWDA 101 IS-2
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 06/14/2005
Date Validated 08/05/2005
Date Pending FBC Approval 08/09/2005
Date Approved 08/24/2005
Summary of Products
JFL # –]FM—odel, Number or Name [gescription
9.1 201 Replacement: 48x78 DP30, 44x77 DP35,
:lr DP45, 36x72 DP55; 1/8" glass
Limits of Use (See Other) Certification Agency Certificate
Approved for use in HVHZ: Installation Instructions
Approved for use outside HVHZ: Verified By:
Impact Resistant:
Design Pressure: +/-
Other: 0201:48x78 (1/8" annealed) DP30,
44x77 (1/8" annealed) DP35, 44x6O (1/8"
annealed)DP45, 36x72 (1/8" annealed) DP55
�1089.2 ��10301 New Construction: 48x77 DP25, 4407 C
= 44x6O DP35, 3602 DP50; 3/32" glass
Limits of Use (See Other) Certification Agency Certificate
Approved for use in HVHZ: Installation Instructions
Approved for use outside HVHZ: Verified By:
Impact Resistant:
Design Pressure:
Other: 0301:4807 (3/32" annealed) DP25,
4407 (3/32" annealed) DP30, 44x6O (3/32"
annealed)DP35, 3602 (3/32" annealed) DP50
1089.3 0401 Replacement: 4808 DP25, 4407 DP30,
1� DP40, 3602 DP35; 1/8" glass
Limits of Use (See Other) Certification Agency Certificate
Approved for use in HVHZ: Installation Instructions
Approved for use outside HVHZ: Verified By:
Impact Resistant:
Design Pressure:
Other: 0401:4808 DP25 (1/8" annealed),
4407 ( /8" annealed) DP30, 44x6O (1/8"
liannealed)DP40, 3602 (1/8" annealed) DP35--Ji
1089.4 0501 Replacement: 52x84 DP25, 4407 DP40,
11DP45, 3602 DP45, 36x6O DP60; 1/8" gl
http://www.floridabuilding.org/pr/pr–app_dtl.aspx?param=wGEVXQwtDqtwudLxnkwGmVItZ74a45sZ... 12/26/2007
Florida Building Code Online Page 3 of 4
Limits of Use (See Other) Certification Agency Certificate
Approved for use in HVHZ: Installation Instructions
Approved for use outside HVHZ: Verified By:
Impact Resistant:
Design Pressure: +/-
Other: 0501:52x84 (1/8" annealed) DP25,
44x77 (1/8" annealed) DP40, 44x6O (1/8"
annealed)DP45, 36x72 (1/8" annealed) DP45,
36x6O (1/8" annealed) DP60
1089.5 0501 Replacement: 52x6l DP35; 1/8" glass,3
I locks/keepers,"DP" tilt latch w/"H Key"
Limits of Use (See Other) Certification Agency Certificate
Approved for use in HVHZ: Installation Instructions
Approved for use outside HVHZ: Verified By:
Impact Resistant:
Design Pressure: +/-
Other: 0501:52x6l T" package (1/8"
�Ilannealed) DP35
1089.6 8001 Replacement: 44x77 DP30, 44x6O DP40,
11 �DP40; 3/32" glass
Limits of Use (See Other) Certification Agency Certificate
Approved for use in HVHZ: Installation Instructions
Approved for use outside HVHZ: Verified By:
Impact Resistant:
"m
Design Pressure:
Other: 8001:44x77 DP30,44x6O DP40,36x72
DP46LO
1089.7 001 Replacement: 44x77 DP35, 44x6O DP50,
1 1450, 36x6O DP65; 3/32" glass
Limits of Use (See Other) Certification Agency Certificate
Approved for use in HVHZ: Installation Instructions
Approved for use outside HVHZ: Verified By:
Impact Resistant:
Des gn ressure:
Other: 9001:44x77 DP35,44x6O DP50,36x72
DP50,36x6O DP65
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Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
(850)487-1824, Suncom 277-1824, Fax(850)414-8436
2000-2005 The State of Florida. All rights reserved. copyright and Disclaimer
Product Approval Accepts:
w IMM, ER E
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Florida Building Code Online Page 4 of 4
A, Mob
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IVV (904)443-7001
1 -71 8110 Cypress Plaza Drive,Ste 405 Fax(904),,443-7778
LO POr Jacksonville,FL 32256
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CITY OF
IT Vj 1_4
Office of Building Official
13
REQUEST-FOR INSPECTION
13 2-
Permit No.
Date
Time
Received PM/, ell—
Job Addres Locality
0 er's 4
Nawmne 777 -Ueet_Qw7�) .Contract
BUILDING CONCRETE PLUMBI G MEC ANICAL
�U,.M Air
Framing Footing Rough Fl
Re Rooting :2 Stab E Temp Pole 11 Top Out F Heating
Insulation L Lintel Final — Sewer Fire Place
Pre Fab
READY FOR INSPECTION
Mon. Tues. :W.:d j Thurs. Friday---(::!p!)
A.M.
Inspection Made P.M.
Inspec Final Inspectio
Certificate of 0 cy F-,
tra Date
LAN
cj�
OR%
OF
ADDITIONS o
r CORRECTIONS
DO NOT REMOVE
JOB ADDRESS DATE
-73 7��e &,./ 7-
THIS JOB HAS NOT BEEN COMPLETED
The following additions or corrections shall be made before
the job will be accepted
/�241 -�, 7Z
$15.00 REINSPECT FEE
It is unlawful for any Carpenter, Contractor, Builder, or other
persons, to cover or cause to be covered, any part of the work
with flooring, lath, earth or other material, until the proper
inspector has had ample time of approve the installation.
After additions or corrections have been
made, call 247-5826, Building Depart- PtUMBING
ment for an inspection. Field Inspectors ELEC
are in the office from 8:00 a.m. to 5:00 Z� 9
p.m. Monday through Friday.
RECEIVED
JON � 0 RECD
PUBLIC W0kK1,
CITY OF ATLANTIC BEACH
PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS
Owner(a) I---- --
Address: Af
-3D,3 -0575�
Phone:.. 004
Lot Block or Unit #------ Subdivision:'._
Con tr actor ------------- - -----------------------W
Describe vork to be done: ------------------ ----—-------------
15S
- . . -P ft 9 k -W6
-----------W-----------
Present use of building:----------------------------------------
Valuation: ,
-------------------------------------------------------
Proposed use: ----------------------------------------------------
In this an addition?--------- If yen, what are the dimenbions of
thb added space:---------ft. X ---------ft. Will the added area -
be heated and cooled? Key electrical (or increase) ?
Rev plumbing fixtures?____ New fireplace?----Rew Heat/AC?--------
SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY,
ENERGY CODE FORMSe NOTICE OF COMMENC;EkEHT, AND OWNER/CORTRACTOR
AFFIDAVIT, IF OWNER IS CONTRACTOR.
Signature OWNER:__, Date:
----------
Signature CONTRACTOR:--------------------------- Date------ ------
17
0 Pfoposed C*nstmation DESCRIPTION OF MATERIALS No. ........................ ................. ..... .
(To be inserted by FKA or VA)
0 Utider Consfrueficin
Property address ....�C',,D Park Tarracis East
........................I—,....... ............ City A�jartle B*Aob
......................................... State
Mortgagoror Sponsor .......................... ......__................ ...... ................. ....................................................................
(Nam*) (Address)
Contractor or Builder...jjj. Ad'orhold J.- a Fla
............................. ........ 311....
(Nasne) (Address)
INSTRUCTIONS
1. For additional information on how this fort" is to be submitted. number minimum requiremeirts cannot bit considered unless specifically described.
Of Copies, 4tc-, Ste the insttvetions applicable to Me FHA Application for
Mortgage Insuratice or VA Request for Determination of Reasonable Value. 4. Include no alternate%. "or equal" phrases, of contradictory items. Icon.
*%this case may be. siderofion of 10 It it for acceptance of substitute materials of equipment
2. Describe all materials and equipment to be used, "Other or tiat shown is not thereby P.Mudoed.)
on the drawings, b marking an X in each appropfiate chotli-box and evitering S. Include signatures requited at the end of this form.
the information colied for in each space. If space is inadequate. enter "See 6. The construction shelf be completed in compliance with the related
mist." onel describe uricler item 27 or on an attached sheet. drawings and specificof ions, as amended during processing. ne sl�eciflcofioft
3. Week not specifically described or shown will not be considered unless include this Description of Materials and the applicable Minimum Construction
nsq"L "eft,the Minimum isce4plable will be assumed. Work exceeding Requirements.
1. EXCAVATION:
Bearingsoil,typo--------------------sAind --------------------------------------------____--------------------------_ ---------------------------------------
------------------------------------------------- ---------_-___.._-_1........ . ------------ ----------------- ------- ---------------------------------- ....................
2. POUNDAYIONSt
Footings:Concrete mix -------------- -------- ...... ----------- - ------ Rei nf orcing ----------------- ----------------------------------
Foundation wall: Material ------- ----- ------- _-- ----- ....... Reinforcing--- ------------------ ---------------------------------------------------
Interior foundation wall: Mate(ial ........___ ----------- ___ Party foundation wall ------------ ------------ -------_-_------- ------------
Columns: MaCerial and size .- -------------_------- -------- ..... ... Piers: Material and reinforcing ....... -------_----_--------------------__
Girders: Material and sizes ..----- ....................... -------___ Sills; Material �........ ------- -------- -------------------- ..........
Basement entrance areaway --------------_--—--------------------- Window areaways ---- ------------------------------------------------------------
Waterproofing... -- ------------------------- ..........___ Footing drains ---------------------------------------- ------------
Termite protection .... -0.0di--P-0j._.zx�---- -------- --------- - ----------------------- -----------------------------------------------------
Basementless space: Ground cover ........... ------------- Insulation--- ---------- ----------- Foundation vents --_--------------------------
Specialfoundations ---------_--------- ----------------------- - --------------- ---_------------ - __--------------------------------
. ---- ----------- --- -----------I.... ---------------_-------- --,__......... - -----------------1---- ---------------------------------------
--------------------------------------- ---------------------------------------- -------------- --- - --------------- ------------------- ---------*--------------------------
S. CHIMNEY$:
Material Prefabricated (make anti size) ------------_-- ----------------------------------------------------
Flue liniog: MateriAl Heater flue size ---------- Fireplace flue size ------------------------------
Vents (material and size) Gas or oil heater ............... ..... ------- -------- Water heater....................................
-- ----- ---------- ------ ----_-------------------
4. FIREPLACES:
Type: 0 Solid fuel; 0 gas-bui-ning; n circulator (7nake anxl size) ----- _ -- -- ------- Ash dump and clean-out.......................
Fireplace; Facing . ... ...__------------; lining ------- ---------------- ----.; hearth .--.--------- ------------ mantel ------_--_----------------_
................. ...... ------ --------- ------------------ ........................
L EXTERIOR WALLS: �Irick -v4revr
Wood frame. Grade and species Cornerbracing. Building paper or felt --------------------------------
SheathinK thickness _40 solid; 0 spaced ------__ o. c.; 0 diagonal; ...............
I I .; widtl4, 't
Siding -Ir o 4 NIT
grade type 'P.--; size exposure--------� ;fastening....ZisilA__
Shingles grade type size---------- -; exposure-.-.,..---; fastening....DAila......
Stucco... ------- thickness. ....... ... Lath ..... .. .... ................. ____--------- --------; weight ...............lb.
Masonry veneer )-irlak
Sills --------- ...... ....... Lintels ig"ita........ .........
Masonry-. Facing.... >r 1.e-k.......... backup bt=' -WA11 thick,,. ___.A.". 'Bonding ------_----------_---------
Door allis ......... Window sills - ----------------------- Lintels ...............—---------------
Interior surfaces: Dampproofing, coats of .----------- ------_----------- ; furring....... ----------------------------------------------
Exterior painting: Material .......!�it ... .. ... ....... ------------------ -------------;number of coats.........
Gable wall construction: 0 Same as main walls; C]other - -----------------_-------------------- -------------_
& --------------------------------------------I........................
...........
6. FLOOR FRAMING: � tllaw pine
Joists: Wood, grade and a pecies ...... .. other --- - -------; bridging --_------------ anchors .....................
Concrete slab: 10
Basement floor; 0 first floor; X ground supported; 0 self-supporting; mix . 32N."),eal---------; thickness
reinforcing ...61X6__10/11V4_1j&_ illsulation ------ membrane ......................................
Fill under slab: Materi., 4)%A ,t t(11 . ..... . thickness . --------------------------------------
.......... ...... -------------------------- ... ......... ......................................................
7. SUIFLOORINGt (Describe underficoring for special floors under item 21.)
Material:Grade and species----�� �Payu"l ---- ---_ .- ___-------------------------; size--------- ..—;type---------------------------
Laid- 0 First floor; 0 second floor; 0 attic -------- -------_sq.ft.; 0 diagonal; [I right angles- —--------------------------------------------------
----------------------- -----------------_-----__-------------------...........................................................................................
FINISH FLOORING: (Wood only. Describe other finish fooring under item 21.)
LOCATSON Rooms GRADE SrtCW@ 1THICKNES WIDTH BLDG. PAFZS FINISH
fir Plywo(x� PPROV D
Firstfloor...... ------------ -------- --------------------------------------
Second Ar h' ec I Contr I mi e
floor.-.. ' ....... ------------------ ----- - ---- ---- ----------- - ---- --- ................. .................
Attic flool.- _---_------sq,ft. ---------- - ----------------
- —------------------------
SOUTHSIDE BLUEPRINT SERVICE ............ .... . ... .. ............... . ....... DESCRIPTION OF MATERIALS
........ ..... ........ ... ........
3
DAT :............ ................... .............
DESCRIPTM OF MAMWS
PARYMO� PRA#Al"
Studw�W04 grads and,Species 0-t�NtAt'—sMMOt— Slae and spacing ...24dL..tZ_=_
Otur
................................ ..........................................—---——------
it "UNG FRAMINS;
Wood,grade WW Species AA—.--- Other ........
..........................__ Bridging .......4X'-
..................................................................................I..............................................................
�*00 01ANINGs
ftitm: Wobd, krade and species ............ Roof trvsqss (see detail): Grade and species
———--------------------------------------------------------------------------------------------------------------------*-------------*------------...........................
ROONNot
Sheathing: Grade and species --------------...........;size type----------------_; 0 solid; 0 spaced. ......o.c.
Rooft --------------; grade ----&-------------; weight or thickness 23d..; also fastening
Stainor paint --------------___—--------------------------------------------- Underlay ------------------ -----------------------
Built-up roofinir —-----------—----------—-----------------------------------------; number a'f plies ----------_;surfacing material---------I...............
Flashing: Material ............................................. ---------------; gage or weight .26---o..........�; 0 grovel stops; 0 snow guards
-—------- —----------------—-------------------—--- ----------------------------------------------------------------------------------------------------------------------------
12. GUTTERS AND DOWNSPOUTS:
Gutt*rs: Material---gal..-riel4l----------------;gage or weight ------- size_3X.4......;shape ------CG-----------------------------------------
Downspouts: Material _gal,.xAtal----------;gage or weight_ZQ....... size----------------;shape ----------- -----------—_; number .....
0 Storm sewer; 0 sanitary sewer, 0 dry-web. 0 Splash blocks: Material and sin
----------------------------------------------------------------------------7-------------------- ........ ----------------------------------------------------------...........
14. LATH AND PLASTER:
L&th 0 walls,(:];eiliags: Material ---------------------;weight or thickness ............... Plaster: Costs-------;Anish........................
Dry-wall M walls,0 ceilings: Material thickness I----; finish joint treatment
.......................... --------------------------- ----------------------- ------------------------------ ----------------------------------------------------------------
IL DECORATINO: (Paijot. wallpapsr, aft.)
ROMS W4U FIxism MATUMAL A"AprLICATJON Cinuma Fimsox MATRUAL AN*AnLwAswN
Kitchen------------ —1 1 f-namal firdsh coats - --------- ------------------—-—-----------—-
----------------- --------—----------------- --------------------
fi)14 51,.� CW
kindercoat-2 �t. I........�t-S ...........................................................................
Rath .........—-----_----I-------------_---—--_-------------------------- Mae a5 4sllls
ftpajr -- -- ----- - ------------- ------------ ---------------—----—---------—-----------
!jrZ_ _room.qi coats latfix I textvired
--------- --- ----------------------------------------------------- --- --- .1
—---------------------- ---- --------------------------------------- -------------------_--------- ------_----- ------------------........................................
--------------1�------------_------—1------------------::.�----------------------*1-----------------------!�W�W�W=---------------0-.................
16. INT141011 DOORS AND TM#As
f1kish Joors
Doors. Type .... ......... -------------.................; material ...'A"It thickness IJ2L
E" I.� --------------------------------------__�Uinose . i,.. jx'i
Door trim-. Type ------------ material ....... Base. Type -------------------; material _--------------
yinish: Doors _,!j!g ni'q .......... ... -111� ---------------
f 1 r .h . ; trim ----Mr ---------------------------------------------
-------------------
Other trim (item, type and location) ------------------------------------------------------------------------------------------—-------------------
------------------------------------------.............. --------------- ----------------------------------------------------------------------------------------------------
17. WINDOWS,
Windows: Type'J. make .....................; material -------------------; sash thickness .....064_
Glass: Grad*DW---_--------_-------; 0 sash weights; 0 balances,type ----------------------------------:.-; head flashing _--------------------_--
Trim: Type --------------------_------; material --------- -----_-------- ------------ Paint -------- --------------------------------; number costs
Weatherstripping- Type -------_--_------------- ...... -.; material ----bU1!4_Y1YW.1--------------- Storm sash,number
Screens- C] Full; 01 half; type 1-------------; numbera�U....; screen cloth material _-.811WAIMUr...............
Basement windows: Type ._�-------- -------------; material ---_-----_------ ---; 0 screens,number ........; 0 Storm saah,it I umber
Specialwindows -----------------------------—----------------------------------------------------------- ---------------------------------------------------- .............
—----------------I............ --------—-—--------------------------------------------------------------------------------------------------------------------------
IL ENTRANCES AND EXTERIOX DETAIL: 1'
Main entrance door: Material----harduaaC---------;width thicknessl__�;Ily'. From: Material.- Wcknem:-.i2.L_."
Other entrance doors: Material ;width thicknessi-413*1W. From*: Material
Read flashing ..............................I............... Weatherstripping: Type ------------; ................
Scree n doors: Thickness ........... number...........;screen cloth material......... ------- Storm doors:Thickness numb6r—.-..:.
Comblalktioh storm'shd screeft-400rs: Thickness__......; number------- screen cloth material ---- ----------------------------- -------------------
Shutters: 0 Hingvd; IN fixed. Railings ----_---------------------- ------- ............ Louvers ---------------------------------------------------
Exterior millwork: Grade and species -----------------_--- ---------------------- Paint ------------------------------------------; number coats ........
..............................................I.......... ............ ......... ........ ..................................................................................
It. CANISETS AND INTERIOR DETAIL: , SEL PIAINS
Kitchen cabinets,wall units: Material .................................; lineal feet of shelves ............; shelf width
Base units: Material ----Eil:_P1 M. Qd----------- counter top f=aca........................; edging ............
Back and end splash _t=Mirla.................... Finish of cabinets 4C'zfJziAh0d._bY- number coats
Medicine cabinets: Make -----------_---__; model ....... -----_----------_------------ --------------------..........
Other cabinets and bulWin furniture .............
------------------------------------------------------------------------------------------------------------------------------------------------- .........................
2L STAIRS:
TMADS HAKDWL DAUN"M
5?A11 ustorw ?bit I kftQft K"OrW Tbicknew 1"Utiai 11lize KwArW Six*.. xmww also
Basement-----------—-------------—-—----------—------------------------------------_- ....................................... ------- ----......... ....
Main.-—------ -----—----------------------------------------------------- ................------------------------------------------------__-
Auk.�......... ..............................................................4----------APOIROAD-----I-----------------------------
DisappearinSt Make and model number ...................... itecturai-Con I- ....................................... --------
............................................................................. ----- .. ....... --- - ----------------- .....................
............... ...
SOUTHSIDS BLUEPRIN'T SERVICE 2
............... ......... .................. ..........
..... ...... ... ..... .............. ..
DATE:........AUO... .3..19.7)............
CITY OF
4&Wd& Ame-A-14%da
Office of Building Official
REQUEST FOR INSPECTION
Date 17-If Permit No. 0
'rime A.M.
Risicenied
-7
Job Address Local!
Owner's
Name zl� - --------_-----Cj)nLtaiatpr
BUILDING CONCRETE E L�ECT R I�6� PLUMBING MECHANICAL
Framing Footing Rough Wiring Rough t Air Cond.& 1
Re Roofing Slab Temp Pole Top Out Heating
Insulation Lintel Final Sewer
I Fire Place
Pre Fab
READY FOR INSPECTION
A.M,
PM
Mon Wed Thurs Friday
Inspection Made
PM
Final Inspection'
Inspoctor Certificate of Occupancy
DATE
Pk�_-::;EkVlGE DIVISION
JACKSONVILLE ELECTRIC AUTHORITY
WEST DUVAL STREET
JACKSONVILLE, FLORIDA 32202
THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE
.:�ATISFACTORY :
--------------
----- ------ ----------- --- - ----------------
F6r3- , ./&-2 z-- ----------------
-------------------------- ----------------------
----------------------------------- -------------
Enclosed are the blue copies of the permits.
Yr"7ELY,
CZAA.,
BUILDING NSPECTION DIVISIDN
cc : FILE
CITY OF ATLANTIC BEACH, FLORIDA
Approvsd by PPLICATION FOR ELECTRICAL PERMIT
c
TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19
IMPORTANT NOTICE:
' IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, 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 ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
ELECTRICAL FIRM:
VASTEA ELECTRICIAN SIGZATUR�-- JOURNEYMAN
NAME ADDRESS:—J67-3 X j,K 7-e I-race C,-RFD_BOX
v
BLDG.SIZE
BETWEEN: Pat-K- 7e-rr,,e -Seq (D A.-te S
RES. APT. ( COMM. PUBLIC INDUS. NEW ) OLD (vf REW.
ADDITION ( ) TRAILER TEMPA SIGNS ( ) SO. FT.
SERVICE: NEW INCREASE ( REPAIR (Vlf FEE
CONDUCTOR SIZE AMPS COPPER ( ALUMJ )
SWITCH OR BREAKER AMPS PH W VOLT RACEWAY
EXIST.SERV.SIZE AMPS P -?Y(:)VOLT 5L RACEWAY /0 - 0
FEEDERS NO. SIZE INO. SIZE NO. SIZE
LIG"TING OUTLETS CONCEALEDI OPEN TOTAL
RECEPTACLES- I -'C' ONCEALEDI OPEN TOTAL
1 0.30 AMPS 31-100 AMPS.
SWITCHES
INCANDESCENT
FLUORESCENT&M.V.
FIXED 0.100 AMPS. OVER
APPLIANCES 1 -1 LUELL TRANSF.
AIR H.P. RATING H.P. RATING
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT:l KW-HEAT
0-1 OVER
MOTORS H.P. I VOLTAGE PHS NO. I II.P. VOLTAGE PHS
MISCELLANEOUS ke-�f-67Z� &Ie4�,rrtc' Servicc a; ,h e Cgio-
TRANSFORMERS UNDER 600 V. OVER 600 V.
NO. KVA NO. IKVA
NO.NEON TRANSF. INO. VA. MA. MOTOR SIZE SWITCH FLASHER
EACH SIGN
FORWARDED
TOTAL FEES
7—
FOR OFFICE USE ONLY
Date---1 e::117..............1971
Permit #_1S.9.2.......Fee s....2fl.��.
CITY OF ATLANTIC BEACH '. '6
Valuation ...................................
il--7 a-12- 2
FLORIDA House .........
..................
APPLICATION FOR BUILDING PERMIT
--------------- --------------------------------------------------
Application is herebymade f or 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 City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic
Beach and all rules and regulations of the Building Department of the City 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 City of Atlaniic 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.
Date.............Augwt---1.6................................... 19....71---
Owner--- ------------------------------------ ----------_Address__5&3_..rAU_o.w__Y1ne---Dr------Telephone No-.7.44-2213
Architect-----_90;Tge BU -9..No---3,rd...41k,...BOADIVelephone No..246-.4469------
.........A ----------------------------------Addres&-190
_ J;!It--------_-----
Contractor Builder-.-Ja---IP*---Ad9rh03A-------_----------------------------Address-311;.17.tAL.St,,..Atlii,--Boadliplephone No--__946�070_
Lot No------------1-----------------------_-----_-Block No.__A3.------------------Sub Division.&%1V&_A&r:11W----------- ----------------------Zone---Rea.---
Park Terrace East----------------Street_--------------------.-Side Betweenl7th............................_-----------ancO-04...oato.Dr-----_------------_sts-
------------------------------..........
Valuation $_30v.000.00-----.-For what purpose will building be used__;*0111M_. ..........-----Type of constructionbrick----vor.wer.....
Dimensions of Building-Abe---plans--.-..-.------Dimensions of Lot.10O.SX-13-7.1---_-------------------Size of Footings.-B..x---20....................
Size of Piers---------B_X---16---------Size of Sill's...4—X-8--------------Greatest Sill Span in ft.--.------V_---------Type Roof-235---a#
How will Building be Heated?------------------.0100-triC......--_-----------Will Building be on Solid or Filled Ground?_*QUd---------------------_-
Size ,of Ceiling JoistaPr14*k.#1W1_......_, Distance on Centers---- -------------1..............I Greatest Span.gqf...................................
2 X78 16" 81 1P
Size of Floor Joists-------------- _ I-------------I-,Distance on Centers......... ................ ......... Greatest Span----- ................................
Size of Rafters.................�_2...x...4---------------------- Distance on Centers ..... ..21----- Greatest Span......... .........................
This rectangle is to represent the lot
Locate the building or buildings in the
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 with application. Z3
Inspections required.
1. When steel is in place and ready to pour footing. rA 1,7
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.
5. When rough plumbing is completed,-and ready to cover up.
rA
6. When septic tank drain field or sewer is laid but before it is covered.
7. Electrical inspection by City of Jacksonville. W
8. Final inspection.
Note: In case of any rejection,re-inspection MUST be called for after
corrections are made.
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 Cit f Atland e,
ly
.................... �ddress...3_11...IM----St..-AtUuntlic..B9*04-Fla.......32233
Signature of Build _�......... - ------- .......... ....
Signature of Ow 'i _-_--------------------------------------------4--------------- Address%43..Yellov..Fine.
n ...
M-3844
09PARTMENTOVOUtLOING
CITY OF ATLANTIC,$EACH' I
Al
PERMIT INFORMATION LOCATION INFORMATION
P mi t ltumbt r 13042 � Address . , 103 PARK TERRACE EAST
Oer*i"t"..t ve ELECTRICAL �ATJ�AKTTC, BEACH, It.01VI'Dt, 32233
c 5 of --------
la s Work:ALTERATION LZGA4 DESCRIPTION
0 �
Twp
s7t,,r Type:WOOD FRAME Block, Lot.:
d 96,dti # 0 ' .Subd:O �Rng., 0 '1
on#
Subdiviisioh:SELVA MARINX,
to t, Val ue 01.00
Improv� ' Cost: 0-00,
Total Fe 25.00
Amoun A� 25 a-00
ggfi
A,
AT ANQ
x1tw 14K
— APPLICATION FEES ----------
ION
Name, IT
Add " RACE Utt
3" 1
B IFLOR I DX 4 '14
`44
PP h,o n,
ec,
RMAT I ------
Name* AL -'S
JACKSON ,
up;
T
wlaAw'
NOTES-
NOTICE ALL CONCRETE FORMS AND FOOTINOS MUSTAe INSPECTIEJ)04FORt POU
DATE
FTE
PtRMjr VOID SIX,MONTHS A 8 O_:ISSUE
U f
"ErAIAL,RUSsjSkANb,0 IS I FROM THIS WQRK,MU NOT BE PLACED IN PUBLIC SPACE;AND,M' iT 8'�
141b MAI EBR ST
E
0 HAULED AWAVVY THEO ONTRACTOR OR OWNER
LT'Im
LUAE UEN LAW.
FAI. HA14
"PAY1
"t PR E ''Air mno .
V ,
AIRFE,�PARZ,-._ 0MITAN,b,SUw
m
,ki
T
CITY OF ATLANTIC BEACH, FLORIDA
^*prow"by APPLICATION FOR ELECTRICAL PERMIT
-_7 19
TO THE CHIEF ELECTRICAL INSIPECTOR: DATE:
IMPORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, 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 ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORD04WIE&
eL
ELECTRICAL FIRM MASTER EikCTRICIAN§IGNAT BE JQUBNEYMAN
14AME I AD ESS: 16-23 Lf - TC4 �CC 6-7, RFD_BOX___
BLDG.SIZE --- -BETWEEN:
RES. (/l APT.11 COMM.( PUBLIC ( ) INDUS. ( ) NEW( OLD ( REW. I
ADDITION I ) TRAILER ( I TEMP.( ) SIGNS ( ) --SQ. FT.
SERVICE: NEW INCREASE ( ) REPAIR ( ) FEE
CONDUCTOR SIZE AMPS COPPER I ALUM. (
SWITCH OR WEAKER PH W VOLT RACEWAY
EXIST.SERV.SIZE Amps PH 3w /'/C' VOLT �5& RACEWAY
FEEDERS NO. Sze I f4o. SIZE I NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED OPEN TOTAL
I *.So maps. 31-100
SWITCHES f "-ps
INCANDESCENT
F L UOR ESCENT M.V.
FIXzD 0.100^up*. 1 ovot BELL TRANSF.
APPLIANCES I
AIR RATWO H.P. RATING
CONDf TIONING COW.MOTM OTHER MOTORS AMPS CEIL HEAT: KW-HEAT
OVER
MOTORS H.P. VOLTA;E PHIS NO. I H.P. VOLTAGE PHS
MISCELLANEOUS f" tz- c-c I I S t."/Z
/4-k_ vt,,,-.r s
TRANSFORMERS:- Lff4DER 6W V. OVER 6W V.
No. KVA NO.-- lKVA
NO.NEON TRANSF. VA- MA. MOTO R SIZE S ITCH FLASHER
EACH SIGN
FORWARDED
TAL F�E!
_LO
'da B, I Page I of 3
lorl -aitdir;a Code Online
:777777
cwFLOS41jtt�^CaPAAT"M"r CW W
om untro Airrairsil
6aililli"giu I
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Product Approval
USER: Public User
Com unity
pplication Search > Application List >Application Detail
Affairs Product Approval Menu > Product or A
FL # FL4804
Application Type New
Code Version 2004
Application Status Approved
Comments
Archived
Product Manufacturer Alufab Hurricane Shutters Inc
Address/Phone/Email 13000 NW 38 Avenue
Cipa Locka, FL 33054
(305) 688-4701 ext 19
anthony@alufabhurricane.com
Authorized Signature Robert Andrade
anthony@alufabhurricane.com
Technical Representative Pedro De Figueiredo
Address/Phone/Email 6971 West Sunrise Blvd. 104
Plantation, FL 33313
Engco@aol.com
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Storm Panels
Compliance Method Evaluation Report from a Florida Registered Architecl
Licensed Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name Pedro De Figueiredo
who developed the Evaluation Report
Florida License PE- 52609
htti)://www.floridabuilding.orp,/nr/nr ann dtl.a.-,nx?n2ram--wCTEV)(nwtT)nqYltbf-,TTO/.?fRirnhF.T i-.-,R7iiNNA ISO 10007
HEATING - FURNACES, BOILERS, FIREPLACES
Capacity Approving
Number Units Description Model Number Manufacturer
ZLI-1
TANKS
now many NOWAU&I capacity Type Liquid Name at Serial Approviins
and Dimensions Contained Manufacturer No. Agency
MR,3844
8585 ,
DEPARTMENT OF BUILDING
CITY OF ATLANTIC BEACH
P ---- -------- LOCATION INFORMATION ---------
ZRMIT INFORMATION
'Address : 1673 PARK TERRACE EAST
ermit Number:
Permit Type,; PLUMBING ATLANTIC BEACH, FLORIDA 32233
-Z 4$"s� ,,df Work: REPAIR LEGAL DESCRIPTION ---------
Type: WOOD FRAME Lot : 8:1 ock: Section:
Cons r
Proposed Use: SINGLE FAMILY Township: RNG: 0
"Dwel"lings: 1 Codei 0 Subdivision'* $ELVA MARIINA
Estimated Value: $0-00
Improv. Cost: $0 .00
Total' Fees: . $53. 50
Amoun
Da 7/ 6/94 ,
Work e
RMAT I ON jo% APPLICATION
3
r PERMIT $5 .50
Ad �
RRACE ,EAST WATER IMPACT FEE $0.00
33 S IMPA $0 0q,
CH, FLOR I DA,g 2Z FEE
40
P 5 TAR
"C' �76 ' ' I
- R.S.
------- RADON CAB 5%,
NFORMATION $0.00
'N I&me: , L IIN6 CAPITAL IMPROVE. $0 .00
Add no s 139 EACH BLVE SEWER _Thp-
3 2 2 CROSS -CONNECT I ON
C ILLE, L 24
7y
C
ONST.,SURCHARGE $0
0
00 1
$0
NOTES,
ALL CONCRETE FORMS AND FOOTINGS MUST:8E INSPECTED BEFORE POU14ING
PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE
...;BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT-BE PLACED IN PUBLIC SPACE,AND MUST BE
CLEARED UP AND HAULED�AWAY BYtIT14tR CONTRACTOR OR OWNER
"",F41LURE,TO COMPLYWITH THE MECHANICS' LIEN LAW CAK RESULT IN
,���',,,',�'��TH,F.��'PROPE�RTY.OWN,ER PAYING TWICE FOR BUILDING 1"PROVEMENTV'
EQ�ACCORDING TO APPROV, ED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION. FOR
ATION'OP APPLICASLE:PROVISIONS OF LAW.
MPAC
A%iP
OOOMM OM0000 $M SO 14
*_LANT :BEACH BUILDING DEPARTMENT
Dde: 7/06/94 01_ k#1,0064&4
44,
CW=
7
ie
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
JOB LOCATION: p TQ v T-(A-0- P--
OWNER OF PROPERTY: e- P
BUILDING CONTRACTOR:
PLUNBING CONTRACTOR
AND ADDRESS: c cl
I CLc-
TELEPHONE NUMBER:
STATE LICENSE NO*
TYPE OF BUILDING:
TYPE OF WORK:
HOW MANY OF THE FOLLOWING FIXTURES INSTALLED
_SINKS SHOWERS
LAVATORY i—WATER HEATERS
BATH TUBS ____–DISHWASHERS
----URINALS —DISPOSALS
eX –ill—WASHING MACHINE
—CLOSETS
,FLOOR DRAINS SHOWER PANS
OTHER—
TOTAL FIXTURE COUNT: x $3 50 + $15. 0 $
------------------------------ --------
INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH
THE MOST RECENT EDITION 'OF THE SOUTHERN STANDARD PLUMBING CODE.
CALL A DAY AHEAD TO SCHEDULE INSPECTIONS (904) 247-5826
Manufacturer:
GENERAL NOTES TYPIQAI ELEVATMN
PANELS CAN BE INSTALLED VERTICALLY ALUFAB
I- THIS PRODUCT IS DESIGNED AND TESTED (SSTD 12-99, OR HORIZONTALLY USING APPLICABLE
ASTM E330-02, E1996-02, E1896-02) IN ACCORDANCE WITH ANCHORING DETAILS ALUFAB HURRICANE SHUTTER INC
THE THE FLORIDA BUILDING CODE 2004 EDITION. (NOT ALUFAB SOUTHWEST INC
APPLICABLE FOR USE IN HIGH VELOCITY HURRICANE ZONES) 13000 NW 38TH AVE.
2- PANELS SHALL BE PERMANENTLY LABELED W17H A MINIMUM MIAMI, FL 33D54
OF ONE LABEL PER OPENING OR A CERTIFICATE OF n X 12' Tel. : (305) 688-4701
PANEL SIZE Fax.; (305) 688-8033
COMPLIANCE SHALL BE PROVIDED BY THE MANUFACTURER AND A,B,B
INSTALLER. LABEL SHALL READ AS FOLLOWS: E,F,G
L,H,I,J,K
Product:
ALUFAB
24 & 22 ga
i 229a & 249a STORM PANEL D,t W. D,E
'LARGE MISSILE IMPACT RESISTANT Galvanized
F,G F,G Steel Storm
L,H, L,H,
I,J,K
3- MATERIAL: Panels
3. 1 - STORM PANELS SHALL BE 24 GAUGE CL
(0. 0245') OR 22 GAUGE (0.0310) STEEL CONFORMING TO
ASTM A-653/A-924, GRADE 80, G60 WITH A MINIMUM Fy= 93
Ksi (24 GA) AND Fy= 101 Ksi (22 GA). Engineering:
6063-TG. 3.2 - ALL ALUMINUM EXTRUSIONS SHALL BE I L,H,I,J,K EngTo -3ttr.
HORIZONTAL INSTALLATION CA $116
4- ANCHORS SHALL BE AS SHOWN ON THIS APPROVAL. ANCHOR VERTICAL INSTALLATION 6971 W. Sunrise Blvd. 104
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL Plantation. Ft. 33313
DRESSING. TeL: (954) 585-0304
-B,I A,B,D NOTCH Fax: (954) 585-0305
5- A LICENSED ENGINEER OR ARCHITECT SHALL PROVIDE A EFG E,F,G
SITE SPECIFIC WIND LOAD FOR A PROJECT AS PER ASCE
7-98 OR LATEST. THE CONTRACTOR, ENGINEER OR ARCHITECT
D
SHALL VERIFY THE ADEQUACY OF THIS PRODUCT WITH THE > Li Z
W r1i ;L")
PROJECT WIND LOADS.
6- THE CONTRACTOR MUST VERIFY THE ADEQUACY OF THE W
Z -jw
EXISTING STRUCTURE IN SUSTAINING THE SHUTTER IMPOSED
L,L ffLHIJK < L,H HR
Z JH if
< T r
a-
7- PANELS CAN BE OVERLAPPED TO CREATE A 112 PANEL Eng(near Sea[
C D Pedro D* Flqu.irod.
LOADS. 7�jl �CETG 'T Z PE 52609
INSTALLATION.
E,F,G
8- ALUFAB RECOMMENDS A MINIMUM I' GLASS SEPARATION IF SLOPPED OPTION NOTCHED OPTION Date: 05/04/05
PANELS ARE TO BE USED OUTSIDE A HURRICANE WARNING B,D,E,F,G Scale. na
PERIOD. NO SEPARATION IS REQUIRED IF PANELS ARE TO BE Design by: PPMF
USED WITHIN A HURRICANE WARNING PERIOD. HURRICANE: TRACK CAN BE SLICED
WARNING IS ISSUED BY THE NATIONAL HURRICANE CENTER. TO CONFORM CURVATURE REVISION-
3' MAXIMUM SLICE W/
< MIN. I ANCHOR PER SLICE
W
I NDEX N
SHEET I - GENERAL NOTES & TYPICAL ELEVATIONS 0
ANCHOR AND COMPONENT SCHEDULES
SHEET 2 - ALLOWABLE DESIGN PRESSURES, GAI G,H,I
SHEET 3 Jx J,K
- COMPONENTS DETAILS < Drawing Number
SHEET 4 - MOUNT TYPES A L B DETAILS (L
SHEET 5 - MOUNT TYPES C L D DETAILS 05- 162
SHEET 6 - MOUNT TYPES E & F DETAILS
SHEET 7 - MOUNT TYPE G DETAIL AND INSIDE MOUNT PANEL DETAIL IC,D,E,F,G
SHEET 8 - SIDE CLOSURE SECTION DETAILS RADIUS OPTION 1 he:et
of :8 ]
Man uf acturer:
±14.000' (TOTAL WIDTH) BASIC PANEL MODULE ALUFAB
12,000'(EFECTIVE WIDTH) KEYHOLE KEYHOLE ALUFAB HURRICANE SHUTTER INC
1.050' 1.050' 1' FROM ENDS I' FROM ENDS ALUFAB SOUTHWEST INC
1,400' 2.041' 1.400' 1,230' 1.400' 2.041' 1.400' 13000 NW 38TH AVE.
fu MIAMI, FL 33054
Tel. � (305) 6BB-4701
Fax. 305) 688-8033
22 GA- 152' MAXIMUM PANEL SIZE
Product:
HEM 24 GA- 144' MAXIMUM PANEL SIZE
24 & 22 ga
KEY HOLE 9- KEY HOLE WASHER Galvanized
24 GAGE - t= 0. 0245' 0.250 0.688 Steel Storm
22 GAGE - t= 0.0310' Panels
M Engineering:
cD Knig(go Bur.
1.000 .055 GALV,
6.000 STEEL Clk $116
0.625 6971 W. Sunrise Blvd. 104
I- TYPICAL GALVANIZED STEEL PANEL Planiatlon, ft. 33313
1, 24 GAUGE (0,0245') ASTM A-653/A-924, GRADE 80, G&D, Fy,l 93 Ksl Tel.. (954) 585-0304
I b- 22 GAUGE (0.0310) ASTM A-653/A-924, GRADE 00, G60, Fy�fnz 101 Ks, Fax. (954) 585-0305
2.313
CD 2.000
tn
C3 rd
4- BUILT-DUT ANGLE
ALUMINUM 6063-T6 Cl)
r- C�
nj
Engineer Soul
Pedro D. FlUu.1-do
F 2.000 1', 2', 3', 4', 5' 2.000 2.313 _..-PF 52609_ _ _
Date: 05/04/05
3- 'U' CEILING TRACK 7- 'H' HEADER TRACK 8 'H' SILL TRACK Scale; no
ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 Design by. PPMF
0.125 1/4-2OX3/4 STUD ANGLE LAY-OUT .374 REVISION:
SS STUD
ID
LO 12' OC 12, OC 12' CIC
LO
TYPICAL TYPICAL TYPICAL
.150 0 Drawing Number
HOLE LECEND N
5/16-0-THRU HOLE 't .200 fu 05- 162
2.000 C3 SPACING STUD 0.125 MAX 3'
5- 'F' TRACK
2- STUD ANGLE TRACK ALUMINUM 6063-T6 6- 1-, 2', 3' 'F BUILT-OUT- TRACK Sheet
ALUMINUM 6063-T6 ALUMINUM 6063-TG 3 o f 8
manufacturer,
ALUFAB
MOUNT TYPE C TABLE C MAXIMUM ANCHOR SPACING ON CENTER ALUFAB HURRICANE SHUTTER INC
ALUFAB SOUTHWEST INC
ANCHOR Al ANCHORS A2, A3, E ANCHOR F
WALL Pd PANEL I FANEL PANEL -Po(- PANEL PANEL PANEL Pci PANEL PANEL PANEL 13000 NW 38TH AVE.
DRESSING, (psp) <=66- 1 <=106 <=152 (Psf)- <=66' <=108 <=152 (Psf) <=66' <=108 <=152- MIAMI, FL 33054
28 12 9 6 28 12 12 9 28 12 6 3 TeL.; (305) 60B-4701
40 12 6 40 - 12 9 — 40 6 3 Fox. ; (3r)5> 699-9033
50 9 6 50 6 3
12 6 so
—6-o— 3 —9 _6 60 3 3 1
—7-5 6 75 3
6 Product:
T55-4 3 --1 -104 3
24 & 22 ga
LA
Galvanized
Li
Steel Storm
Panels
cu
Embe&
Engineering:
ANCHOR EngTo
TABLE C
EXISTING CA el 16
STRUCTURE 6971 W. Sunrise Blvd. 104
Plantation, Fl. 33313
To).: (954) 585-0304
Fox. (954) 585-0305
MOUNT TYPE D
9
STUDS AT ALTERNATE D
12'0C Engineer Seal
ANCHOR ''STUDS AT Pedro 00 FlQuolredo
7ADLE D 12'0C PE 52609
> Date: 05/04/05
TABLE D MAXIMUM ANCHOR SPACING ON CENTER
Scale; no
7 9 ANCHOR A2, B2, C2 ANCHORS A3, E, F ANCHOR D Design byz PPMF
ANCHOR Pd PANELI PANEL PANEL PCI PANELI PANEL PANEL
POI PANEL PANEL PANEL
W C 05d <=66 <=108 <=152 tosf> <=66' <=108 <=152 (Psf> <=66' _<=108 <=252 REVISION:
EDGE TABLE D
Zo a_ 'I 2e 1 1 12 12 28 12 12 9 28 12 9 6
W DIST, :�; —
40 12 12 40_ 12 9 40 12-- 6
nu 12 9 50 9 6 so 9 6
3
60 12 6 60 9 6 60 6
CH'T
BLE D
4 0 12
50 1 2
61) 1 2
9
7 5
0
75 9
75 6 75 6
-FO—4 3 104 3
ri
W
EDGE DIST�
WALL Drawing Number
EXISTING RESSING
STRUCTURE D
05-162
EXISTING Sheet
STRUCTURE 5 of 8
Manufacturer:
INSIDE ACCESS PANEL ALUFAB
ALUFAB HURRICANE SHUTTER INC
ALUFAB SOUT14WEST INC
INSIDE ACCESS PANEL, ONE MID PANEL INSTALLED FOR LAST,
MOUNT TYPE G UTILIZED A REMOVABLE HANDLE ON THE INTERIOR SIDE TO 13000 NW 38TH AVE.
FACILITATE THE INSTALLATION. MIAMI, FL 33054
Tet.t (305> 688-4701
9 Fox.: (305) 688-BO33
"ANCHOR TABLE G
CEXIST NG "I" I roduci:
-XIS I P
STRUCTURE E BE
24 & 22 ga
HOLES TO CONNECT
REMOVABLE HANDLE Galvanized
Steel Storm
LD Panels
(4) PREINSTALLED 1/4-20X1 SIDEWALK BOLTS FACING INWARD
SECURED WITH 1/4-20 WINGNUTS IN THE OUTER FLANGES.
BOLTS ARE REQUIRED ON MOUNTS TYPE D, F, E, G.
WALL BOLTS ARE NOT REQUIRED FOR MOUNTS TYPE A AND C. Engineering:
DRESSING
CA 8116
6971 W. Sunr136 Blvd. 104
Plantation. Fl. 33313 -
;r 0 Tel.: (954) 585-0304
Fox: (954) 585-0305
TABLE G MAXIMUM ANCHOR SPACING ON CENTER
ANCHORS BI -ANCHOR B2, B3, C2 bw
PCI PANEL PANEL PANEL Pol PANEL PANEL PANEL
(psf) <=66' <=108 <=152 (psf) (=66' <=108 <=152 r
28 12 12 12
40 12 6 40
50 12 6 - 50 12 12 Engineer Seal
60 12 6 60 12 1 L, Pedro Do Figuelredo
28 12 12 6
75 6 75 12 PE 5.1..
104 6 104 12
(r Date: 05/04/05
ANCHOR CI, D Scale: no
Pal PANEL PANEL PANEL De3ign by: PPMF
(psf) <=66' <=108 <=152.
28 12 12 12 REVISION-
40 1 2 12 STANDARD PANEL
50 12 12 INSTALLED
60 12
75 12
104 67 1
111� STANDARD PANEL Drcawing Number
INSTALLED 05- 162
Sheet
7 of 8
PSR-3844
pAOMENT 0$j,., N,
CITY OF ATLANI'tC 0EA01H
PEPWIT INPORI"TION
iit�mj , - LOCA
16 )%T Ir ON,:
Perm r, TION I NPOP
Addre4s,:�, 6',7
3, PARK
Permit Type XEcHApjjC4 TERA
MAOTI ACH �,FLO
MIDA '3�2 2 3 3
ON, .......
Plass of, Work:ALTzR1i1fTOx1'�.' "tt'GAL-DESCIMT1
'Constr,". T7
Ype.*,WOOD Flk X�
rop B lo ck o Tw
P oied Use: 'S P,
ectiow, . 0, SUbo,0 R �
nq 0
Dwel linq$'
it " 1 , r r
S�bdivisioh..SUVA
ue.,
-,cost
_'_IMprov.
00
0,0
AM un '109 .
4'
at
7
con
og
APPLV�ATION Fft
Nam
41.00
Addr
CIT,' EAST
Pho
C
T!,
R4
t4 aMe
9 6 �.ttlq 1 TTr "$O'UtEVARD N
CKSON
FL 32211
Lj N,�
T
...........
TES-,:
NOTI
ALL C Cr 'E
ON �T_t It *�,ANO FOOTINOS, U
'ORS
must
ID SI
PE8,44T VO X,MONTHS AFTER QATIE OF�-JSSOE
E
BUILDING MATERIAL,RUBBISH ANP D_'_SAj$FROM THIS WORK MUST NOT.BE PLACED:.IN PUBLIC$PACE,AND,MUS
T BE
CLEAREb UP AN't),14AULED AWAY'8''YWHER CONTRACTOR OR,OWN
E
UPLYWITH
CO THE MECHANICS$ LIEN X
LAW CAN,PEW
0 r, ' IN
y UI,,, r" r, L I
L
THE Pitooiotv,Owk9ft ING TWO
FOR I r fjo A fos
_N.G 7
TO APPROVE
JDPLANS WHICH ARE PART OF THIS PERMIT AN5 SUBJECT TdREVO TIOA F
CA
ABLE PROV IONS-OF LAW
aiwot N
W4
WKS
ATLANTIC-BEACH BUILDING DEPART ENT
Byl
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC BEACH
ATLANTIC BEACH, FLORIDA 32233
APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER
IMPORTANT — Applicantto complete all items in sections 1, 11, 111, and IV.
LOFCATION Street Address: (12 _71 11/1(_1
OF Intersecting Streets: Between 7'�-41
BUILDING —And se
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 hereby agree to perform said work in accordance
with we
the attacl�pd plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards
of good practice listed therein.
Name of Mechanical Contractors
Contractor (Print) Master
Name of
Property Owner
Signature of Own Signature of
or Authorized Ag:'nt Architect or Engineer
GENERAL INFORMA/TION
A, Type of heating fuel: B.
IS OTHER CONSTRUCTION BEING DONE ON
C;-'Vectric THIS BUILDING OR SITE 7, a6)
(3 Gas—0 LP (3 Natural (3 Central Utility
IF YES, GIVE NUMBER OF CONSTRUCTION
0 Oil PERMIT
0 O+her — Specify
IV. MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK
(Pecivide complete list of components on back of this form) ZK_�Residential or F� Commercial
0-1--mest 13 Space 13 Recessed D-tentral 0 Row L-1 New Building
El—Air Conditioning: E3 Room CJ'Cenfrel 2�`Existing Building
• Duct System: Material Thiclinsisa._ 9-1 Geiacement of existing system
Maximum capacity c.f.m. 0 New Installation(No system previously installed)
• Refrigeration El Extension or add-on to existing system
(3 Cooling tower: Capacity 9-p-m. El Other — Specify
(3 Fire sprinklers: Number of heads
0 Elevator 13 Menlift [3 Escalate, (number) THIS SPACE FOR OFFICE USE ONLY
0 Gawins pumps —(number) JR4o I
C1 Tanks._(number) Remarks
(3 LPG containem—(numbitr)
0 Unfired pmsure vessel
0 Boilers Permit Approved b Date—
b other — Specify Permit Fee
LIST ALL EQUIPMENT
AIR CONDITIONING AND REFRIGERATION EQUIPMENT
A
Number Units Description Model Number Manufacturer
'�t z�'
r
HEATING - FURNACES, BOILERS, FIREPLACES
Capacity ARpravft
Number Units Description Model Number Manufacbver,
T /77
TANKS
am many N=Vlnd capw4ty Type Liquid Name of Serial Approving
and Dimensions Contained Manufacturer No. Apncy
Manufacturer:
DETAIL L DETAIL H
INSET CLOSURE BUILT-OUT ALUFAB
SIDE CLOSURE ALUFAB HURRICANE SHUTTER INC
EXISTING ALLFAB SOUTHWEST INC
777
STRUCTURE
13000 NW 38TH AVE.
EXISTING
UCTURE 4%11.7 MIAMI, FL 33054
STRUCTURE
DETAIL N
Te 1. 305) 688-4701
WALL OVERLAP 1/41 Fax. 305) 688-8033
MAX.
SEE TABLE 3 NOTE 4
Product:
24 & 22 ga
EXISTING
T.,
WALL
STRUCTURE
DRESSING Galvanized
Steel Storm
I WALL
ESS Panels
I)R
DRESSING 0 ING .125 ALUMINUM ANGLE
1/4' SIDE CLOSURE FOR
BUILT-OUT APPLICATION
MAX. CL
W Engineering;
1/4-2DX3/4 BOLTS
WITH WING NUTS
DETAIL I AT 24' OC CA $116
WALL CLOSURE 6971 W. Sunrise B,Jvd. 104
Plantation. Ff. 33313
MIN, OVERLAP
77- BUILT-OUT X 1.5: Tel.: (954) 585-0304
Fax: (954) 585-0305
EXISTING FOR POCKET DOORS AND POCKET
STRUCTURE WINDOWS OVERLAP CAN BE OVER
THE POCKET SECTION
POCKET DESICMD FOR
IMPOSED LOAD$BY OTHERS
DETAIL J
INSET EXTENDED
WALL
EXISTING, Engineer Soo)
DRESSING CLOSURE STRUCTURE Pedro Do Rquolrodo
PE 5260%
Date: 05/04/05
.125 ALUMINUM ANGLE
SIDE CLOSURE FOR 1/4' Scale: no
TRAP APPLICATION MAX, Design by: PPMF
DETAIL K REVISION:
CORNER ANGLE
'n.
1/4-ROX3/4 BOLTS
WITH WING NUTS
AT 24' OC Drawing Number
4' 05-162
MAX, 18 GAUGE DENT WALL
PLATE OR 1/6' 6063-T6 DRESSING
ALUM 1/4-2OX3/4 BOLTS
INUM CORNER ANGLE WITH WING NUTS Sheet
AT 24' OC 8 of 8
Manufacturer:
MOUNT TYPE F ALTERNATE F 0 - 12 TABLE F - MAXIMUM ANCHOR SPACING ON CENTER ALUFAB
EXISTING 13 ANCHOR A2, A3, C2, E ANCHORS Al, F, D ALUFAB HURRICANE SHUTTER INC
STRUCTURE I'd PANEL PANEL PANEL (Pdr)I PANELI PANEL PANEL ALUFAII SOUTHVEST INC
4 (Q50 <=66' <=108 <=152 Ds <=66' <=108 <=152
ANCHOR I/4-20X3/4 28 12 12 9 2B 12 6 6 13000 NW 38TH AVE.
TABLE A PHMS AT 12'DC 40 12 9 40 9 6 MIAMI, FL 33054
50 12 6 Tel. : (305) 688-4701
"--9 66 3
60 9 6 3 Fax. � (305) 688-BO33
STUDS AT 3
cI 2OX3/4 75 6
Embed 1/4- 104 6 -TO-4
PHMS AT 12'OC Product:
ANCHORS BI ANCHOR B2 24 & 22 ga
w PCI PANEL PANEL PANEL PCI PANEL PANEL PANEL
4 STUDS AT (psf) <=66' <=108 <=152 (DSf) <=66' <=108 <=152 Galvanized
121DC 2 28 9 6 3 28 12 12 12 Steel Storm
40 6 3 40 12 12 Panels
WALL 50 6 3 50 12 12
DRESSING 60 3 3 60 12 9
9 75 3 75 12
104 104 9 Engineering:
ANCHORS B3 ANCHORS CI Enq(go 3nr.
Pd PANEL PANEL PANEL I'd PANEL PANEL PANEL CA 8116
(psf) <=66' <=108 <=152 (psf) <=66' <=108 <=152
28 12 12 6 28 12 6 3 6971 W. Sunrise Blvd. 104
40 12 6 40 9 3 Plantation. Fl. 33313
50 9 6 5b 6 3 Tel.: (954) 585-0304
60 9 3 60 6 3 Fax: (954) 585-0305
75 6 75 3
MOUNT TYPE E 104 3 104 3
777
ANCHOR
I 7,Embed. TABLE E
I/4-20X1 HH
BOLTS W/
6
WINGNUTS
CD
-13
Engineer Seal
Pedro Do Figuelredo
PE 52609
TABLE E MAXIMUM ANCHOR SPACING ON CENTER
9
EXISTING I ANCHOR Al ANCHORS A2, A3, E ANCHOR F Date: 05/04/05
STRUCTURE WALL Pol PANEL PANEL PANEL PCI PANEL PANEL PANEL I'd PANELI PANEL PANEL Scale; no
DRESSING (psf) <=66- <=108 <=152 (psF) <=66' <=108 <=152 psf) <=66' <=108 <=152 Design by; PPMF
28 12 6 6 29 12 9 6 28 9 6 3
40 9 6 40 12 6 40 6 3 REVISION:
ALTERNATE 50 6 3 50 9 6 50 3 3
MOUNT TYPE E 60 6 3 60 6 3 60 3 3
5 75 3 75 6 75 3
Embed. ANCHOR 104 3 1 1 104 3 104
d' T TABLE E
ABLE
EXISTING
STRUCTURE Q Drawing Number
1/4-20X1 HH 05-162
BOLTS W/
9 WINGNUTS
WALL
DRESSING 1/4-20XI HH Sheet
BOLTS W/
WINGNUTS 6 of 8
Manufacturer:
MOUNT TYPE A ALUFAB
EXISTING ALUFAIJ HURRICANE SHUTTER INC
STRUCTURE ALUFAB SOUTHWEST INC
ANCHOR TABLE A - MAXIMUM ANCHOR SPACING ON CENTER 13000 NW 38TH AVE.
TABLE A ANCHOR Al ANCHORS A2, A3, E I ANCHOR F MIAMI, FL 33054
Pol PANEL PANEL PANEL Pd PANEL PANEL PANEL PCI PANEL PANEL PANEL
(psf) <=66' <=108 ) <=66' <=108 <=152 Tel. : (305) 688-4701
<=152 sf) <=66' <=108 <=152 (psf Fax. : (305) 688-BO33
28 12 9 6 9 6
Embed. 28 12 28 9 6 3
...... V) 40 9 6 40 12 6 40 6 3
7
50 6 3 50 9 6 50 3 3
Product:
3
60 6 3 60 6 3 60 3
Zr a' 75 6 75 3 & 22 ga
75 3
4; 104 3 104 Galvanized
L
A 104 3
Lj
Steel Storm
Panels
Engineering:
WALL i
DRESSING Eng(ga
CA 8116
6971 W. Sunrise I)Nd. 104
Plantation, Fl. 3 3313
Tel.: (954) 585-0304
Fax: (954) 585-0305
MOUNT TYPE B
EXISTING
STRUCTURE
Engineer S*Q1
Pedro Do Fiqualrodo
PE 52609
TABLE B MAXIMUM ANCHOR SPACING ON CENTER Date: 05/04/05
Edge, Scale: no
ANCHORS A3, E, F
Dist. ANCHOR A2 Design by: PPMF
(PcI,)j PANEL I PANEL PANEL pol PANEL PANEL PANEL
WALL Ds <=66' <=108 <=152 (psF) <=66' <=108 <=152-
DRESSING 28 12 12 12 28 12 12 9 REVISION:
50 12 9 so 9 6
40 12 12 40 12 9
4c�
60 12 9 60 9 6
75 75 6
104 9 1 104 3
3 ANCHOR
TABLE B Drawing Number
05- 162
Sheet
4 of 8
Manufacturer:
ALUFAB
COMPONENTS SCHEDULE ALUFAB HURRICANE SHUTTER INC
PART DESCRIPTION MATERIAL ALUFAR SOUTHWEST INC
IQ 24 GAUGE ROLL FORMED PANEL STEEL
Ib 22 GAUGE ROLL FORMED PANEL STEEL TABLE 3 13000 NW 38TH AVE.
TABLE I — 24 Gauge 2 STUD ANGLE TRACK 6063-T6 MINIMUM ALLOWABLE SPAN SCHEDULE MIAMI, FL 33054
ALLOWABLE DESIGNED --T— 'U' CEILING TRACK 6063-T6 24 AND 22 GA PANELS Tel. : (305) 688-4701
PRESSURES: 4 1/8-2X BUILT-OUT ANGLE 6OC3--T6 Fax. : (305) 688-8033
5 'F' TRACK 6063-T6 HEADER MOUNT DETAIL
6 'F BUILT-OUT' TRACK 6063-T6 A I B D ON E Em F Fie G
Pane t PCI 7 'h' HEADER TRACK 6063-T6 ;A C 0 0 0 0 29 -35--—0 -2-922- Product:
He i ght ( in) P54�) 1 8 'h' SILL TRACK 6063-T6
--!- 0 ILO 0 0 29 35 0 29 ��q 24 & 22 ga
144 28 9 KEY HOLE WASHER .055 GALV. STEEL E '9 29 29 58 58 29 56 58
138 32 10 1/4-20 WASHERED WINGNUT ZINC ALLOY -EX 22 13R� 35 j5 59 59- 35 58 58 Galvanized
11 1/4-20 SS SIDEWALK SCREWS STAINLESS STEEL F 0 0 0 29 35 0 29 29 Steel Storm
132 35 1/4-20 SS HH MACHINE SCREWS STAINLESS STEE —
L Fm 25 29 29 29 58 35 29 58 58 Panels
126 39 13 1/4-20 SS HH NUT STAINLESS STE
H d-G-22 29 29 29 158 58 29 58 43
120 42 14 1/4-20 SS TH MACHINE SCREWS , SIAINLESS SILEL
114 47 NOTE
I- PALCL LENGTHS SHOWN HERE ARE MINIMUM
106 ALLOWABLE SIZE BASED ON COMBINATION OF Engineering:
105 55 MOUNTING CONDITIONS AT TOP AND BOTTOM.
2- INSTALLATION FOR LESS THAN 3 PANELS AND Ing(go .3nr.
102 59 WITH LENGTHS LESS THAN THOSE NOTED IN THIS
96 66 ANCHOR SCHEDULE: TABLE WILL REQUIRE TOP or/and BOTTOM CLOSURE CA 8116
90 75 AS PER DETAIL M BCLOW OR MEET CRITERIA ON NOTE 6971 W. Sunrise Blvd. 104
TYPE DESCRIPTION Embed. Edge #4 BELOW. Plantation, Fl. 33313
84 e2 Dist 3- SIDE CLOSURES ARE REQUIRED FOR PANEL WITH Tel.: (954) 585-0304
78 88 Al 1/4' Tapcons I nto CMU Fc'=200ops!) 1 1/4' 2 1/2' WALL SEPARATION GREATER THAN 1/4'.
4- WHEN GLASS SEPARATION IS GREATER OR EQUAL Fax: (954) 585-0305
72 95 A2 1/4' Tagcons into Concrete <fc'=3350ps!) 1 1/2' 2 112' TO 7 7/8' FOR 24GA AND 6 112' FOR 22 GA, PANEL
66 104 A3 1/4' Tapcons into Wood (SG>=.55) 1 112' 3/4' LENGTHS ARE NOT LIMITED IN ANY COMBINATION.
B1 1/4' Panelmate into CMU (fc'=20OOr)sI) 1 1/4' 2 1/2' ALSO UNDER THIS CONDITION SIDE CLOSURE ARE NOT
TABLE 2 22 Gauge B2 1/4' PaneimQte into Concrete (Fc'=3350r)sI) 21 2 1/21- REQUIRED IF PANELS OVERLAP SIDE WALLS 1.5 OF
ALLOWABLE DESIGNED B3 1/4' Panelmate into Wood <SG>=,55) 1 7/8' 3/4' BUILT-OUT.(SEE DETAIL N ON SHEET 8)
Cl 11/4-20 Masonry anchors into CMU (rc'=2000osi) 7/8' 1 3'
PRESSURES: C2 1/4-2D Masonry anchors into Concrete (fc'=25OOr)sI) 7�11' 3'
. 5/�_ —7
D . 1 5;;� r" DETAIL M
11ZA 0 Wood Byshina into Wood (SG>=, 55)
'/4�j� SMS into Wood (SG>=.55) 1 112' 1 3/4,- 2X2 26 GAUGE TOP/BOTTOM
Pane I Pol F 11/4--14 Drilr(ex into 1/8' Alum. or Steel 1/8- 1 3/4- PANEL CLOSURE TO BE
Height ( in) p5p) Notes; SECURE BY PRESSURE BETWEEN
152 28 1- Embedment Is beyond �olt dressing, PANEL AND WALL/TRACK Engineer Seal
149 30 2- Panelmate can be used in 'Plus, Male and Female' stiles.. PANELS WITH INSTALLATION Pedro Do FIguolrodo
146 32 10 TYPE ALT. F, E, ALT E, G PE 52609
143 34 Date: 05/04/05
140 3 6 E=H�- (�)� e
Scale: no
137 39 C- 1/4-20 MASONR Design by: PPMF
134 4 2 B- PANELMATE PLUS CALKIN BY POWERS OR LEAD SHIELD BY ALL POINTS
131 44 REVISION:
128 48
125 51
122 54 B- PANELMATE FEMALE
119 56
116 57
113 59 B- PANELMATE MALE 10 D- WOOD BUSHING BY ALL POINTS Drawing Number
ill 60 05- 162
Sheet
2 of 8
or;PARTmENT OF BUI:LDJ 40
dITY OF ATLANTI&kACH
L1,3CAT10fl, rNFORMATIO,
T
1,677 P
Addr**
au ' 10101, A%,AltTiC REACH, F ORX,
�pe
LSOAL DrLScfk:[pTj:OIm
of', Work a ftZPAlR_
Lot Block I
�rl yplo
Pago'l :0
pl
S46division i,
2 38SO.00
i0w
I Opt' 1!401i, SELL
so �00
7 PARK TERRACE EAST
Add
Tot
FLORIDA 32233
ATLANTIC REACN
fhlp" 4,
11c
*7. 50,
WAT9* 1"PACT,' F", $0.00
#PAFT, 0,
00
. 00
sO'QOL
WATO TAP
so. 00
Ap
ULM
-lei
fte-pla co, P
OT"XRr
F
rL
N OTE 6:
7 Wc t
05
I CV01c
91 30 C I P 9
NOTM E—ALL CONCRETE FORMS AND FOOTINGS MUST OE INSPECTED BEFORE POtJAING
PERMITVOID;SIX MONTHS AFTER DATE Or ISSUE
BUILDING MATERIAL,RUBBISH AN
D DEBRIS FROM THIS WORK MU$TNOT BE PLACED IN PUBL C SPACE,AND MUST BE
�,CLEARED:UO AND HAULED AWAY,BY 5(lH5R CONTRACTOR OR OWNER.
FA I
THEr
ISSUED 11 , PERMIT,AND SUBJECT TO REVOCATION FOR
'WOLATION Of APPLICABLE PROVIS16NS:O#LAW.
B DING D, P
UIL A MENT
BY:
CITY OF A11ANrIC BEACH
APPLICATION FOR BUILDING PE11LIT
Owner.��Ca- Addresd (gVl
Architect Addreds
Contractor Addr �8 S-,^),(g
- ,,5
�J ionenV
0) )�
SV,) e
Contractor's License Nur8e�r kQ���___P*ration Date Copy on File
Lot # Block or Section Subdivision _Zoning_
Street Between and side
Valuation $ Type of Construction
Purpose of Building Nuiber' of Units
UL111ty Scrvice: WaLer Sewer
If the City if providing water or sewer service,* do we need to make taps?
Dimensions: Building_ Lot Size Footings
Sz. Piers Sz., sills-, Greatest Span Sills
Sz. Ceiling Joists Distance on ,Centers Grea�est Span
Sz. Floor Joists Distance on Centers ' Greatest Span
Sz. Rafters Distance on Centers. Greatest Span
Hathod of Beating Solid-Filled Ground Roof
Flood Zone If located within a FLOOD 102M corq)lete page 2
SUBMIT: Two cotiplete sets of plat-is, including a detailed site plan.
Florida Energy Efficlen'CY Code Sheets
Recent Survey
Inspections Required:
1. Mien steel is in place ond ready to pour footings '
2. Mien steel is in place and ready to pour colums/ilatel.
3. Mien steel is in place and ready to pour beam.
4. Mien frawbig, mchanical, plui-bit-ig, electrical, fireplace, is completed and ready
to cover up.
5. Final inspection.
SETBACI�S
NO INSPECrION WILL BE MADE, IF BUILDING CARD IS NOT POSTED ON JOB..
Rear Lot Line
In case of rejection, reLrispection MUST be called for after
corrections are mde.
In consideration of perimit given for doing the
work as described in the above statepent, we
,liereby agree to perform said work in accordance M
with the attactied plans and specifications,
Miicli are a part liereof, and in 'ccordance
a
with the building regulations of Atlantic BeaHi
r of SUILOING
pAfff memo
06 ITY OV:A ttwmc SEAC" ............ .10N
T
DN jUroa%ATION
RNA
IV V.
LC3CAT11 c2luke
I I PARK TERRACE EASTVA 32233
Adesst ILEO/3 I tIC StAcut FLOR, --
ATLA14 RIPTION
pER11,.1T 5o53 -, sxspa- I)ESC Seat:Lont
4#4�.7t
R146 t 0
Permit $U10b RE-ROOF
perva:Lt TyPet Lot%
orit I NEW
class o:f PROS
constr. Typel GLE FA"JL Subdi.
use S'L'N 0 S0, 00
propose C
..................
Esti'vatled cost; ,
022.50
improv,*,", I" 11111�1.........L.............
22-50
Totik�l ........
...........
Pl-ICATION FEES
$22-50
ON pti:ET
FEE 4" 7,�,r
'Alt IV - of� r
PAC , 0K
FE �W
E'AST
5:053
MENT OF BUILDING
DEPART
CITY OF ATLANTIC BEACH
INFORMATION
-------- LOCATION
PERMIT INFORMATION ------ TERRACE EAST
Addreast 16,73 PARK
r 5053 ATLANTIC BEACH, FLORIDA 32233
Permit Nu0be ` ----------
: RE-ROOF ----------- LEGAL DESCRIPTION
Permit Type Section:
I :f Wor)t s NEW
class 0 : WOOD, FRANE Lot*. RNG-- 0
Constr. Type Townshitis
Lo
AM1,LY
Proposed Uses SINGLE F-
Code: 0 Subdivi I Sion's
*0'*00
ted value:
'Estiva $0.00
xmproo! Costs
$22.50
Total
50
�$22. 5110
A*ou
..................
jft"T
APPLICATION FEES
'k
A ON
TI $22-50
FEE $0.00
WA 11,1,PAC 00
ERRACE EAST V, '100
FEE . .....
Addres4 , "a
FLO 0"I
A"
0 $0.00
P -3, 2 bON �GAS-H. R.S.
RADOM 1 GAS - 5% $0.00
FORMAT ON ----- - so.0.0-
------- TR 0
W
Navies ATM ON RACTINqd.-a114,,, $0.00
StWER, TAP
QUERff,--a0,URkT`"%EAST &1 $0.00
�17 HYDRAULIC SHARE oe-vo,,,00
LL9, 322 M-INSPECT FEE
JACK
C 4 Typet 0 E
SEC. 14 IMPACT FE
Li '
! ;
1�-000
-----------
NOTES:
OgCygo BEFORE POURING
AND FOOTINGS MUST BE AN$ ,
NOTICE ALL CONCRETE FORM'S
PERMIT VOID SIX MONTHS AFTER DATE OfISSUE
4 AND DEBAI I S FROM THIS WORK MUSj NOT,9E PLACED IN PUBLIC SPACE.,AND MUST BE
BUILDING'MATERIAL,RUBSISI
AY ACTOR OR OWNER
CLEARED UP AND,HAULED AW B'(EITHERCONTR
W THE NICS', LIEN LAW, CAN'RESULT IN
Y WITH THE MEC14A
';FAILPAE TO COMPL, YING MENTS.
E: UR� R FOR BUILDINGiMPROVE
P WNER PA ING TWICE MADATION 047EI 03/10192
THE PROPEATY0 NER PAY
TO SENWk*16N FOR
wwjr
_w A f -AMIT AN
PLANS WHICH ARE PART OF THIS PE QAWCT
'ISSUED ACCORDING,TO APPROVED s.00
VIOLATION OFApPLICABLE PROVISIONS Of LAW. vilf
ATLANTIC.BEACH BUILDING DEPARTMENT
By, i�,77
CITY OF ATLANTIC BEACH
PERMIT APPLICATION ROOFING
Owner(s): t
Address: Te,,��,vLce let Phone:
Lot # Block or Unit Subdivision
Contractor:
Address:
Phone:
TVA,
State License No.
Describe work to be done:
7L
Materials to be used:—
Signature OWNER: ' Date:
Signature CONTRACTOR:
PIP`
DEPARTMENT OF BUILDING FOR OFFICE USE ONLY
CITY OF ATLANTIC BEACH, FLORIDA Date Z--s— 19,7-:2-
----------- jo #10
Permit Fee
Application for Permit valuation $
for Misc. Alterations House A,
and Repairs
DESCRIBE: 6d driv .-Agaier-
(state if to repair, alter, add to or move building, erect awnings,,
or signs, etc.)
Building on: Lot No. Blk No. Sub.Div.
Address /J; 71 JQWk, ;CAW_. Valuation
Owner's Name =Ad UAL-OX 4,
BUILDINGS OCCUPANCY
Building use Residential or Business
What Plumbing work to be done?
Size ofPresent Bldg. Size of EXt6nsion
Lot size Material of Roof
No. :of stories now after alters d
Material of Present7
Building, ___.paterial of Extension
PIMS MUST BE §yAff L�, ZD HEREWITU
SIGNS
Size Classification
(state whether ground, roof, wall, projecting
banner)
Material of Construction
Illuminated? Type of illumination
(State whether lamps or neon)
Will sign be over public property?
SUBMIT DRAWING SHOWING CONSTRUCTION OF SIGN AM METHOD OF HANGING
WRITE ADDITIONAL INFORMATION BE
(For canvas, awnings provide dimensioned drawin e
�a�reserve
IMPORTANT NOTICE:
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
Part and in accordance with the building regula
tiono
�City
Of A'tl'antic Beach. .Southern-Standard. Building C d
Signature of Builder or .Owner,
Address
Z�A;Z Phone
MAP SHOWING SURVEY OF
Lot 8, Block 13, as shown an the Plat of Selva Marina Unit 6. as recorded In
P1,3t Book 34,, Pages 51, 51A and 51B of the Current Public Records of Duval
County., Plorida,
For: James H. Bunnell
APPROVED
I Cont mitts
nt, Mil�,
ttl
.............. . .. ... ........... ......
............................. ............................
DIATE:... ...
7 2//
.0 A:!)7.
"o
Q0
e. L71-
0.0
4 i;.
kv 13 7(64?
Q1
COAD 7— 7
V-\ C�,k j-0 C,tcaQ- -SAIA
CL� pre 5,:i-,
toy
F OR S,,/QV17rZ
CITY OF
Office of Building Official
REQUEST FOR INSPECTION
Date - 9y, Permit No.
Time 0 A.M.
Received
Job Address Loeality
Owner's
Name -,dL-e� Contractor
BUILDING CONCRETE ELECTRICAL (:::PLUM
_�G�NG MECHANICAL
Framing E� Footing 1[7 Rough Wiring Rough E Air Cond. &
Re Roofing L Slab E Temp Pole E� Top Out E Heating
Insulation E Lintel Final Sewer Fire Place
Pre Fab
READY FOR INSPECTION,
Mon. Tues. Wed. CT?hu r Friday
'17—�7— 5?,�
Inspection Made --RM.
inspector Final Inspection X,
Certificate of Occupancy 1:
Date
67 -Ir.5�7