1840 Selva Grande Dr (vault) ADDRESS F 41,
BUILDING PERMIT NUMBER- eloF7
INSPECTIONS : FOOTING_ 9
UNDER SLAB PLUMBING
SLAB 16 - 9�-9f-
FRAMING le.2 - �2--r
COVER-UP P,7- 5
INSULATION
FINAL BUILDING
CERTIFICATE OF OCCUPANCY
ELECTRICAL PERMIT # '/0 k � 7
INSPECTIONS ROUGH .0 - r--5i
FINAL
MECHANICAL PERMIT #
PLUMBING PERMIT #
NOTES:
4111
CITY OF ATLANTIC BEACH
8":SEAHNOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 06-00034132 Date 10/23/06
Property Address . . . . . . 1840 SELVA GRANDE DR
Application type description PLUMBING ONLY
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
----------------------------------------------------------------------------
Application desc
11 fixtures
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
HUCHAN, KELVIN STEEG PLUMBING CO. , INC.
1840 SELVA GRANDE DR. P.O.BOX 330536
ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233
(904) 249-5191
----------------------------------------------------------------------------
Permit . . . . . . PLUMBING PERMIT
Additional desc . .
Permit Fee . . . . 112 . 00 Plan Check Fee .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 4/21/07
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 112 .00 112 . 00 . 00 .00
Plan Check Total .00 . 00 . 00 . 00
Grand Total 112 . 00 112 . 00 . 00 .00
ACH ORDINANCES AM TM FWRIDA
PF
'R,�W IS APPROVED ONLy IN ACCORDANCE WrM ALL Crry OF ATIATIMC BE
BUILDING CODES.
It I
CITY OF ATLANTIC BEACH
PLUMBING PERMIT APPLICATION
Date:
Property Address: Lle) yCA//"�- (5�4_xr_
Owner:_,A/
.,-z / Telephone#:
Contractor: 5jc:25��6 Telephone#:
Contractor Address: 419 Me, '51, 4 ;q Fax#: 2'11-01�7q
Contractor Signature: 4;-� /�K—
,n pe �t given for d the
In consideration of permit given for d the work as described in the above statement we hereby agree to perform said work'in
accordance with the a7ttached plans an specifications which are a part hereof and in accordance with the City of Atlantic Beach
ordinance and standards of good practice listed therein.
Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing
Code.
Plumbing Type: If other construction is being done on this building or site,
Ll New list the building permit number:
Re-Pipe
Number of Fixtures:
Bath Tubs Showers
Closets Shower Pans
Dishwashers Sinks
Disposals Urinals
Floor Drains Washing Machine
Lavatory Water
Sewer Water Heaters
Sprinkler System Other
Fees
Permit Issuing Fee: $35.00
Total Fixtures: X$7.00 + $35.00
800 Seminole Road -Atlantic Beach, Florida 32233-5"5
Phone: (904)247-5800- Fax: (904)247-5845 o hftp:itwww.cl.atiantic-beach.fl.us
Revised 1/04
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5826
C,
Application Number . . . . . 08-00000687 Date 5/19/08
Property Address . . . . . . 1840 SELVA GRANDE DR
Application type description MECHANICAL ONLY
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
----------------------------------------------------------------------------
Application desc
2 cu 2 ahu
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
HUCHAN, KELVIN OCEAN STATE HEAT & AIR, INC.
1840 SELVA GRANDE DR. 1476 ATLANTIC BLVD.
ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266
(904) 249-8251
----------------------------------------------------------------------------
Permit . . . . . . MECHANICAL PERMIT
Additional desc . .
Permit Fee . . . . 95 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 11/15/08
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 95 . 00 95 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 95 . 00 95 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
01\ kNTIC BEACH
'.71 CITY OF ATL--
F
MECH-A-MCALLAPEP-MIT APPLICAMON
Date: ';�d' '0�
Property Address: J--4z� AAiiA
Owner. Telephone 4:,4:9 zl(&- 17
Cani-ractor: C)Cean E—IME '-t�C- Telephone:g:
-Contrn-cto.r.Ad-drm&:-- r F a-x
In cortsideratioE of permiT pv=for doing the work as dascribed in the above.surremem we hereby agree to perform said work in accoroanct
with tbc attached plans and speefficatious which area par-t hereof and in accordance with the Cih,of Aftanric Beach ordinances and smndards of
po�practice listed therein-
Type ofHming Fuel: If other conm=ou is locing d=on this b rr
or site,list the building permit number.
El Gas: LIP N=il Lf(�='xal Utility
0 Oil
0 Dther—Specifv
MICHANIC-U EQUIPMENT TO BE TUSTALLED OF WORK
ye�Rezt *_Space _Recessed L-6 F�lc,or
p1ral
V"'Air Conditioning- —Room L<entral
0- Duct Sysmm: Material ThicLmess U Commertfial
lvla-.�dmum capaciiv cfm
Q kefriE=atior
:1 Coolim TDwer: CaDacitry -Pro
10'-'ExistinE Building
0 Fire Sprh�Lders:-Number oi-Ecads
M Elevator: Nlaalift Escalator (Numb—. We-*"2'uDla--=en-L ot-E.-asdna-S-�--mm
U Gasoline Pumps (Number.)
U Tanks (N u m b e,,)' Q New hmallatim
(-No systma previously instaned)
0 LJIG Containers (N=ber)
U Unfired Pressure Vessel
Q E-jemon or Add-on to ExLsting Syst=
C2 Boilers g
E) Cm Piping U utiler-speclf�
0 Other-Specify
LIST ALL EQUINTYEENT
AM CONDITION-ING,REIrRIGERATION E QUIPIY=&CONDENSOR'S Approving
Number Units Description Model V Mantihotarer Tou�s Agency
lk L-
1111 ATING—FURN&CE,S,BOaZRS,FRIE,PLACES&AIR HANDLE RIS Approving
Nurph-r 7 JnitS Descfiption Model Manufacturer BTUs Agency
4/04 -.-
TANKS Islomir W. capacily TWe�Liquid Berial
How lviany 8z Dimensions Contained Manufacturer No. Aaencv
300 Seminole Rond - Atlantic BeacfL Florida 3223 3-5445
Pbnnf-- (q114)74'7-:;R(10 - -Rn-y: (904)247-584-5- htf-n-!/w-ww ri-iti-.intic-hench-fl-us
05/19/2008 08:07 FAX 9042498949 OCEAN-STATE-A/C ATLANTIC-BEACH IA001/001
� tLoo
CITY OF ATLANTIC BEACIR SP-0d r
PERMIT AYPLICAT
INUI CffikN
ION
LIE
Date- sh A P,& - ,s .
1p 11
Property Address: lgyo
Owner: a__ Tt1ephvue4:AV6- 07'M�
CDUtr-.lCrOT- 17)Ce�ln ,4-3—ta-Te- -��ic,, g --tIC Telephone
-contracto r Address:t4---.7 f nnL m,_fn
Lg couldemdott of permir giveh for doing the work at deeticribcd in the abovc,imeanow.we bareby apar to pcift said vv it m=rdancr
whb 19 Amcbed plan5 and spcctmtiow which are L part hereof tad inaccordmcce with the Cim ofAMMfic Beach ordmanc==d b-madurcis of
Jnd practice listed therckL
Type of Besung,FueL- If ad====on is bftn dmit on:bs buMiog
or=e,1W ibe building peamit u=b=-
0 Gas. _LP N=ZW _L<�=l M�Y
Q 00
0 Other-SPCCNV
-MICRAMC-41 EQUIPMENT TO DE INSTALLED NATUU OF WORK
Space Recessed al �100T
Z5�c cc ztiouing- —P.Qom _��Cthmi
U Durt SysTffm: Mat�3AI ThicImess 0 Commarc�al
0 L-ki-veration NIV=UM cap=ry CM33 C2 New nuildingo
0 Coolina,Tower- Capaciry
0 Fire sprmklm:N-umbeT afRead&
0 Vlev=: __ UX107—Sacalaror N.- umber') V-"'Rp�Df_E.-aSdD_-SVS=
0 Guolinapamps _(Numw)
0 Tmks - (jh=bLr) M New Ins-MlImim
Q LPG coat=ers [N=bcz) (No sn. =7eviausly aotullec�
C2 Unffred Pre3me Vesel Q Ba.=iou or Add-=to Bxisbng Sysom
U Men
0 CTU Piping er spemly.
0 Other"
.LXSTALL1;QMMVYT
14umberTiDih Drsmptan Model it Mawracmm 'rDU'S Agenq
k- L
q73J_K(ob 344
MAMNG-PMIXACTS,BO"RS,7HU1'LACZS&AM Ja"i9=15 Appruvimg
Nuirk-r Una Dcucripcion Model V Mnuab=ror B=s Agway
tA&16
TAKM NommsalUpmcay Tyvc.Liquid Is aml
RD-Mum 131mcasious Coul;waad
300 5cminoit Rond -Atlnutic Bcuch, Florido �=3-5445
-Fwn MnA)214-_-5941;. Tn-rt,-/twww 'i Htir.-hA_. rh fT m
CITY OF
716 OCEAN BOULEVARD
P.0.BOX 25
ATLANTIC BEACH,FLORIDA 32233
TELEPHONE(W4)249-2396
July 27, 1984
Pre-Service Section
3rd Floor
Jacksonville Electric Authority
233 West Duval Street
Jacksonville, Florida 32202
Please be advised that the following final inspections
hav,ebeen made and are satisfactory:
Permit #3908 - 2280 Fairway Villas Lane North
Permit #3941 - 2257 Fairway Villas Lane North
Permits issued to D&W Electric Company.
Permit #3837 1840 Selva Grande Drive
Permit issued to Brooks & Limbaugh Electric.
Sincerely,
44.4-f 1�
/John M, Widdows,,,-2
/'l
Building Inspection-�pervisor
J.MLW:r a
j"E 514, FLORIDA MODEL ENERGY EFFICIENCY CODE
A FOR BUILDING CONSTRUCTION
FORM 902
BOB GRAHAM SECTION 9 9H POINTS METHOD CLIMATE ZONE
GOVERNOR
DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 E3
PROJECT NAME T -7 S'zi-ve, GaAzc- JURISDICTION- Ax c -sc-4
AND ADDRESS (S E-,A c t-A ZIP ZONE
BUILDER PERMIT NO.
OWNER 1JURISDICTION NO.
S T A T I S T I C S
F� RENOVATION IF MULTI-FAMILY, NO. OF UNITS GLASS AREA AND TYPE
COVERED BY THIS CALCULATION: CLEAR TINT OR FILM
F� ADDITION (SEPARATE CALCULATIONS REQUIRED ]SGL[] GL[]
F-I MULTI-FAMILY FOR EACH WORST CASE UNIT
TYPE.) SEC. H901.1 BLVI
Inj =DBL[]
GROSS WALL AREA AND INSULATION CONDITIONED CEILING INSULATION
CBS R- FRAME R� FLOOR AREA UNDER ATTIC SGL. ASSEMBLY
R= F) R=
COOLING SYSTEM PRIMARY HEATING SYSTEM PRIMARY—HOT WATER SYSTEM
CENTRAL NONE F-1 STRIP F-1 GAS NONE RESISTANCE SOLAR
UNITARY F I OIL El SOLAR HEAT RECOVERY H GAS
EER-SEER -Fc�) HEAT PUMP: COP F-,:]:, = DED. HEAT PUMP: COP
OTH E R:—_ =OTHER.,
MAX. E.P.I. ALLOWED (from 9A): _EUO[�-E] CALCULATED E.P.I.: ETTEQ-M
CHECK IF COMPLYING BY "ALTERNATE PRESCRIPTIVE COMPLIANCE APPROACH" (SEC. 903.11)*
FORM COMPLETION DATE
CERTIFIED BY: (owner/agent) CHECKED BY: (building official)
THIS DATA IS TO BE SENT TO DCA BY THE LOCAL BUILDING DEPARTMENT.
9A MAX. E.P.I. ALLOWED (CALCULATED E.P.I. MUST NOT EXCEED VALUE SHOWN 9zk�
CONDITIONED
901- 1 1101- 1301- � 1501- 1 1701- ' 1901- � 2101-/2 301- 1
FLOOR AREA 0-900 1 100 1! 1300 1500 1700 1900 2100 2300(! ABOVEj
100 9 -N4 ,
BASE E P 1 ___120 115 110 105 5 90 85 f��--:C
A/C EFFICIENCY LESS THAN 8.0 EER/SEER (7.5 HEAT PUMP) (as of October 1, 198 1 2) -10.0
DEDUCTIONS IF MULTI-FAMILY: COMMON WALLS (maximum of 5 points) - 2.5
IF MULTI-FAMILY: COMMON CEILING and/or FLOOR (maximum of 12 points) 6.0
TOTAL DEDUCTIONS
COMPUTE MAX. BASE E.P.I. DEDUCTIONS MAX. E.P.I. ALLOWED
E.P.I. ALLOWED
77
...........
.............
:r:: 77 -RESIDENCES WHICH COMPLY WITH THIS CODE BY THE "ALTERNATE PRESCRIPTIVE COMPLIANCE
..........
............
APPROACH" (SEC. 903.11) ARE REQUIRED TO MEET OR EXCEED ALL MINIMUM PRESCRIPTIVE
............
............
............
LEVELS INDICATED BY SHADED BLOCKS ON THIS FORM, AND ALL OTHER APPLICABLE
...........
.............
............
PRESCRIPTIVE REQUIREMENTS LISTED IN TABLE 9B. THE E.P.I. FOR A HOUSE COMPLYING .......
............. ...
............
...........
..............
.............
UNDER THIS METHOD IS NOT CALCULATED BUT WILL BE THE MAXIMUM E.P.I. ALLOWED FOR .....
...............
............
............
.............
THAT HOUSE SIZE AS SHOWN ON TABLE 9A. THE STATISTICS SECTION ABOVE SHALL BE
............
............. ...........
...... COMPLETED AND SUBMITTED TO THE LOCAL BUILDING DEPARTMENT.
........... .. .....
............ . .....
..................
.................................
..........
............
EASURES . :
........ ...
ICH1150K
...........
INFILTRATION: windows/doors 903.1 HVAC DUCT CONSTRUCTION 903.5 V-11
WATER HEATER - ASHRAE LABEL 903.2 PIPING INSULATION qni.6
SWI AMING POOLS 903.3 HVAC CONTROLS 903.7
����TR FLOW RES
RICTORS 903.4___,__ HVAC SYSTEM EFFICIENCY SECTION 903.8
I CEILING INSULATION 903.10
'9 F IWINTER OVERHANG FACTOR (WOF)% MMER OVERHANG FACTOR (SOF)
FEET �14 N E E S F s sw w NW FEET N �'4 E E S E s s w 1.4 N W
------- ---- ---- ---- ---- ---- ---- ---- ---- ------- ---- ---- ---- ---- ---- ---- -- ----
0-0.9 1 .00 0.98 0.99 0. 74 0. 71 0.82 (�.'93 .00 -0.9 1 �00 1.00 1.00 1.00 1.00 1.0 1.00
1-1.9 1-Q 0 0. 98 0.99 0.75 0.73 0.83
0.93 1.00 1-1.9 1 00 1.00 0.99 0.98 0.9 7 0.98 0.9 9 1,00
2-2.9 (1'.�00 0.98 .�99 0.77 (Z7 1 0.84 4�1,OC) 2-2.9 -�;OO -9 8 �.9 0.9 2 C'91 -10.9 2.C2-�-
-, .7,-- 0.98
3-3.9 1.00 0.98 0.99 0.81 0.79 0.87 0.94 1.00 3-3�9 1.00 0.95 0.89 0.86-0'7�5 0.86'-r-89 0.95
4-4.9 1.00 0.98 0.99 0.84 0.83 0.89 0.94 1.00 4-4,9 1.00 0.91 0.84 0.80 0.82 0.80 0.84 0.91
5-5.9 1.00 0.99 1.00 0.87 0.87 O� 92 0.95 1.00 5-5,9 0.99 0.88 0.79 0.76 0. 79 0. 76 0. 79 0.88
6-6.9 1-00 0.99 1.00 0.90 0.90 0,93 0.96 1.00 6-6.9 0.99 0.85 0.75 0.73 0.78 0.73 0. 75 0.35
7-7.9 1.00 0. 99 1.00 0.93 0.94 0�96 0.97 1.00 7-7.9 0.99 0.83 0.72 0. 70 0.77 0.70 0. 72 0.83
8-8.9 1.00 0. 99 1.00 0. 95 0. 96 0.97 0.98 1.00 8-8.9 0.99 0.81 0.70 0.68 0. 77 0.68 0. 70 0.81
9-9.9 1.00 1.00 1.00 0.97 0.98 0.98 0.98 1.0o 9-9.9 0.98 0.79 0.68 0.67 0. 76 0.67 0.68 0. 79
10-10.9 1.00 1.00 1.00 0.99 0,99 0.99 0.99 1.00 lo-10.9 0.98 0.77 0.66 0.66 0. 76 0.66 0.66 0. 77
11-11 .9 1.00 1.00 1.00 1.00 1.00 1,00 1 .00 1.00 11-11.9 0.97 0.76 0.64 0.64 0.76 0.64 0.64 0.76
12 UP 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 12 UP 0.97 0.75 0.63 0.64 0. 76 0.64 0.63 0.75
"gG HEATING SYSTEM MULTIPLIER (HSM)
HEAT PUMP COP k.2-2.3 2.4-2.5 2.8-2.9 3.0-3. 1 3.2-3.3 13.4 & UP
HSM 0.45 1 0.42 0.36 0.33 0.31 0.29
SOLAR HEATING SYSTEM (BACKUP SYSTEM FRACTION) x (BACKUP SYSTEM HSM)
ELECTRIC STRIP HEAT
NATURAL GAS / PROPANE 1.0 (SEE TABLE 9D FOR CREDITS)
OIL 1.0 (SEE TABLE 9D FOR CREDITS)
H COOLING SYSTEM MULTIPLIER (CSM)
EER/
6.8-6.9 7.0-7.4 7.5-/t'918.0-8.4'8�5-8.919.0-9.419.5-9.9 1OD-10.4 10-5,10.9111.0-11.9 12.0-UP
ELEC. SEERI -
CSM 1 1.00 0.93 O.k7 '1 0.8
_�,/0.76 1 0.72 1 0.68 0.65 0.62 1 0.59 0.54
COP 0.40-0.44 0.45-0-49 0., - .54 -(T-- 5-0.59 0.60-0.64 0.65-0.69 0.70 & UP
GAS
CSM 1.50 1.25 1.20 1.09 1.00 0.92 0.89
L
ALTERNATE PRESCRIPTIVE COMPLIANCE APPROACH MINIMUM AIR CONDITIONER EFFICIENCY LEVEL 8.0 SEER/EER FOR
STRAIGHT COOL OR 7.5 FOR HEAT PUMPS.
NOTE: EER COOLING MODE COP x 3.4 1 3= ARI RATED COOLING OUTPUT IN BTUH - TOTAL WATTS CONSUMED
91 HOT WATER CREDIT POINTS (HWCP)
ELECTRIC RESISTANCE WATER HEATER 0
GAS WATER HEATER 10
INSTANTANEOUS WATER ELECTRIC 4.5
HEATER GAS 12.6
HRU (A/C) WATER HEATER ELECTRIC BACKUP 6.7
GAS BACKUP 13.9
HRU (HP) WATER HEATER ELECTRIC BACKUP 9.7
GAS BACKUP 14.5
HEAT PUMP WATER HEATER COP 1.60 - 1.89 1.90 - 2.19 2.20 - 2.49 2.50 - 2.79 2.80 - 3.00
(DEDICATED HEAT PUMP) CREDIT POINTS 9.0 11.4 13.1 14.4 15.4
SOLAR OVERALL SOLAR FRACTION' 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0
t v- ELECTRIC BACKUP 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0
HOT WATER a l'-
uJ GAS BACKUP 11.4 12.8 'l 4.2 15.6 17.0 18.8 19.8 21.2 22.6 24.0
-U CL
PERCENT OF ANNUAL HOT WATER PROVIDED BY SOLAR SYSTEM -' 100 = OVERALL SOLAR FRACTION
4
C IT Y 0 F ATI I C ?,F,A C H
APPLICATION FOR 11-11TER CUT INS
IS 1; -IADE FOR _-VATER CUT-I:"* AT
APPLICATION EREBY 1
ADDRESS FOR
CUT-IN CK�t?,GE OF-
STREET NO.
Z-1_,L�
0
LOT BLOCK______ -------SUBDlVlSl;-
ACCOLTINT NU��BER ;�t_�O
7
BUILDT'NG DE H_E N.T
DATE DATE INSTALLED
�,,_ElER NO.
CITY OF ATLANTIC FiFACH
APPLICATION FOR SEWER CONNECTIONS
ACCOUI�T N'O. 36 6
DATE,"
LOCATION
LOT NO. BLOCK NO. -SUBDIVISION-
O"WNER
TYPE OF BUILDING
BUILDING 01ARV a- �" T
DATE
INSPECTED BY
DEPARTMENT OF BUILDING PERMIT NO.- 6395
CITY OF ATLANTIC BEACH,FLORIDA
PERMIT TO BUILD
THIS PERMIT MUST BE POSTED ON JOB
Feb 13 84
Date— 19—
Valuation$ 90 ,940. 80 Fee$ 342. 75
This permit not valid until above fee has been paid to City Treasurer,and is
subject to revocation for violation of applicable provisions of law.
Thii is to certify that REYHANI INC.
112 Third Street
has permission tobuAd Sinall RqTnil-y 14 2/15/84
9 1 6A
Classification residential Zone— PUD 1000
Owned by. Reyhani, Inc. $e1va Tierr
Lot 7 Block S/D_
House No. 1840 Selva Grande Drive
According to approved plans which are part of this permit
NOTICE—ALL CONCRETE FORMS
AND FOOTINGS MUST BE IN-
SPECTED BEFORE POURING.
PERMIT VOID SIX MONTHS
_n
AFTER DATE OF ISSUE
01 4 011 0 Building material, rubbish and debris
Z-A from this work must not be placed
F in public space, and must be cleared
up and hauled away by either con-
j-c Vowner.
uilding official.
FOR OFFICE PERMIT DATE CONTRACT R
USE ONLY NUMBER
PLUMBING
ELECTRICAL
SEWER
WATER
PLUMBING WORKSHEET
SINKS SHOWERS DISHWASHERS
BATH TUBS FLOOR DRAINS
CLOSETS
WASHING MACHINE WATER HEATERS DISPOSALS
LAVATORY URINALS OTHER
TOTAL FIXTURE COUNT
FIXTURE UNIT BREAKDO'k%N
FIXTURE UNITS A-RE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE
UNIT INSTALLED KND CONNECTED TO THE CITY WATER SYSTEM. -THE WATER SUPPLY CHARGE IS HEREBY
FIXED AT $10.00 PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM.
BATHROOM GROUP CONSISTING OF LAVATORY (1 UNIT)
WATER CLOSET, LAVATORY, AND
BATH TUB OR SHOWER STALL SERVICE SINK TRAP STAND
(6 UNITS) (3 UNITS)
DRINKING FOUNTAIN (�-, UNITJ URINAL, WALL LIP
(4 UNITS)
FLOOR DRAIN Cl UNIT)
WASHING MACHINE RES.
URINAL, PEDESTAL, SYPHON (3 UNITS)
JET BLO14OUT (8 UNITS)
WATER CLOSETS, VALVE OPERATED
WATER CLOSETS, TANK-OPERATED (8 UNITS)
(4UNITS)
SHOWER STALL, DOMESTIC
BATHTUB (I-J/0R 1%'/0 OVER-HE-kD (2 UNITS)
SHOWER) (2UNITS)
LAUNDRY TRAY
BIDGET (3 UNITS) (2 UNITS)
DISHT.-!ASHER C2 UNITS) 44 KITCHEN SINK UNITS)
,3- KITCHEN SINKY/WASTE GRINDER
(3 UNITS)
TOTAL FIXTURE U11--.11TS $10..00 EACH-
Date................................
CITY OF ATLANTIC BEACH Poluft *.......................
Valuation $.............................................
FLORIDA House
7
- ----------
APPLICATION FOR BUILDING PERMIT
................................................
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the
building or other structure described. This application is made In compliance and conformity with the Building Ordinance of
the 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 Bulldinjr Permit Is automatically responsible to ascertain that all sub.
contractors engaged by him are duly licensed in the City of Atlanfic Beach,Florida. To prevent delay or embarrasment regard-
Ing intermediate or final Inspections it in suggested that a list of sub-contractors be submitted to this office so that licenses can
be verified.
Dato...................(...........—------ ------jr..........
Owner........ ------------11.V4�----------------------------------------Address... .....!r�,r............Telephone
Architect..... ......W./l/1-s............................................ gi..P�o............Telephone Noqq_�e....3.,9_90e..
Contractor Builder... ....../j-*,�-_e.....Address--- 1_A,1.,44,L>....es..I................Telephone
Lot No.........7:7--------------------------------------Block -------Sub Division.../.....er4r.d_4............4../Z.... .................
#---------------------S,&-/-,4Street------6.1?,41.V.D.Side Between......DM.?----------------------------------------and...X. ...................sto.
Valuation .............For what purpose will building be used......................................Type of construction......................................
Dimensions of Building-----------------_-------------------Dimensions of Lot.......... ........................................Size of Footings......................................
Size of Piers-----------------------------------Size of Sills.---_-_---------------------Greatest Sill Span in ft-----_----------------_Type R4W....................................
How will Building be Heated?...............................................................Will Building be on Solid or FIlled Ground?......................
Size of Ceiling Joists------------------------------------------- Distance on Centers............................................. Greatefft Span..................................
Size of Floor Joists----------------------------------------------- Distance on Centers........... ................................. Greatmt Span............................................
Sin of Rafters.-------------------------------------- ....... Distance on Centers.......................................... Greatest Span............................................
This rectan Is Is to represent the lot.
Locate the =4 or buil&ngs in the
A ht Position. Give distance In feet from
A P P R 0 V E D fflot-lines and existing buildings.
Ghy (,�F All-AIN11C BEACH REAR LOT 11NE
Two copies of plans and specifications shall rlUfLDING OFFTCE
be submitted with application.
Inspections required. FEB i C_'-�-
1. When steel Is in place and ready to pour footing.
2. When steel is in place and ready to pour columns or
3. When steel is in place and ready to pour beanL
4. When framing Is completed.
5. When rough plumbing is completed,and ready to cover up'— 04 04
6. When septic tank drain field or sewer is laid but before it is covered. a e
7. Electrical inspection by City of Jacksorville. to
S. Final inspection.
Note: In ease of any rejection,ro-Inspection MUST be called for after
corrections are made.
FRONT OF LOT
In consideration of permit given for doing the work an described in the above statement, we hereby agree to perform said
work in accordance with the attached plans wW specifications, which an a part homf, and in accordance-with the building
regulations of the City of tlantic Beach.
Signature of Builder... .... .. . Address......1+14.......
Signature of Owner ........ ----—--- Address....t-t+E............. .............................�9...........j......................4,
I,OT:
M 1:CHAN I CAL:
I.I.EC]R I CAL:
HILDING PE!---JJT WORKSHEET
HEATED SQUARE FOOTAGE: c2,3 9,g�, @ $ per sq. ft.
GARAGE (11111VATE/SHED) : 32 @ $ -r sq . ft. = $
pc
CARPORT: @ $ per sq. ft. =
PORCHES: @ $ per sq. ft. =
DECK: @ $ / ff7,pp
per sq. ft. = $ j,
PATIO: @ $ per sq. ft. =
TOTAL VALUATION:
PERIMIT FEES $ 40�(0
— - M4 r .. -
TOTAL V�kLUATION DATA Ist
zzl)
REMAI' DER VALUATION @ $,;I-. eoper thousand
or portion thereof
TOTAL BUILDING PERMT FEE. . . . . . . . . . . . . . . . . . . . . . . . . .
PLUS !� THE BUILDING PERIMIT FOR PLAN FILING FEE. . . . . . . . . . .
TOTAL FEE DUE. . . . . . . . . . . . . . . . . . . . . . . . . s,3/,7,
--------------------------- --------------------------
0 -.3 ZS-
PLUMBING P--tzR.%IIT FEE: MECHANICAL PEER34IT FEE: $ ve
ELECIRICAL R-ESIDENTI-kL: $ ELECTRICAL M-LPORARY:
FEE: $
WATER METER SIZE:
SE14ER CONNECTION CB.ARGE: SQUARE FOOTAGE: tlyuz7bd FEE S 0
WATER CONNECTION CIIARGE: FIXTURE b'NITS nt3dy $10.00 PER UNIT: $ Lv
ACCOUNT NO. :
APPROVED BY: TOTAL BUILDING/PLAN FILING FEES: $3—Q,
TOTAL WATER 'IETER CHARGE: $
APPROVErD TOTAL 1-.7ATER CO'."'ECTION CFIARGE: $
ClIY :: ATLANTIC BEACH
P'111-DING OFF71cE TOTAL SEWER CONNECTION CHARGE: $.
GP-A-ND TOTAL DUE:
DEPARTMENT of: BUILDING PERMIT No.63
CITy OF ATLANTIC BE4CI�.FLORIDA
PERMI-T -To BUILD
USj 13E POSTED ON JOB 84 1377 1 r, 4/30/G
THIS PERMIT M Feb 13 19-, .00CAC
Date- 6393 1 4/30/0
1377
ISCRANIcAL Fee$
valuation to City Treasurer,and is
. t valid until above fee has been Pat .. ,of law.
This per_,t no . of applicable PlIvIl'on ATI
,ubject to revocation for violation ��-r-JNG &
OCEANSTATF'
*fy that F3
This is to celt, 'Beach, - ON-ING
P,tl & Alp
F�.FAT , CONDITI
-Issm--L -pF NS
has permission to nA p1jD
REI NTIAL Zone va eirr
Classification RE I I S/D
owned by 7 Block------'
Lot �- j GraTide Drive
House No. L840 S"Y' ait OPMS
a plans which a,e part of this pern ALL CONCRETE F IN-
According to approve NOTICE— NGS MUST BE
AND FOOT' pOUPING-
SPECTED BEFOWE
PEWIT VolD SIX MONTHS
AFTEP� DATE OF ISSUE
rial,rubbish and debris
10' Building nial, ust not be placed
-z fro," this work be cleared
and inust
i, public space, by either con-
and hauled away
up C r owner.
Building Official.
CONTRACTOR
PERMIT DATE
FOR OFFICE N
USE ONLY
PLUMBING
ELECTRICAL
SEWER
WATER
BUILDING AND ZONING INI.SPECTION DWISION
CITY OF ATLANTIC BEACH, FLORIDA 31
APPLICATION FOR MECHANICAL PERMIT
IMPORTANT-Appliciant to ci:xnp6f-e all iferns in scicdiom 1, 11. 111, and IV.
On L-� <,-CLA, 6#+�" St. 8 St.
LOCATION (North. Sowth, E#1;d6,z0j (Addrou) (Imfortoct4o<; Street%)
OF -7
SUILDiNG Lot No. 91*4 N o SV";'A'I;OR
(State porf;oo of less th�&A fug lot-Att&ch 69sl dascript;on per d&94 in duplicate if necawAry)
11- TYPE OF PROPOSED MECW-NICAL WORK - AJI appiticants cornp�loife Parts A - D
A. USE OF 1UILDINQ IL OWNEPSHIP
RESIDENTIAL 15.Y Private (iftidiv;dval, czorporet;om,
1. 0" rem3y 11. C1 utility no-Aprofit iftfitufio-n, *4C.)
K It. 0 PuSlk (F*.<6r*J. State or 6cal q*vwrwn**t)
2. 0 Tw-*tr more tapni$y 12. 0' Sc", rebrery.
Enter i4vm6ar of roo-ont other is&cafkmal Q KATURE OF WORK
1. 0 Transient. We[. motel.
rcomi.�q house - 13. 0 Sfor*. mwr-arrttle 17.X New &Viw;ng
Entow num6er of un:ts ot�w Is. 0 Existing tv";*q.
4. 0 Other rosidanfiaJ 14. 0 OTHER-SPECIF-Y It. 0 KfPJ.&C*rn"f of ox;rfi" 'Wit"
20. )( New initell-0ion pr2viowily iv4i*P,*d)
21. 0 bt"z;cn or ad<i-on to *.x;if;mq rrtam.
0 K-rwws&m*-wt. mcr*&t;,.�nal
6. 0 C.Iswlrc�.other religious 22. 0 Oth-er-Specify
7. 0 Indus!fief
1. 0 Garage, �4rv;cs jtjt;on
9. 0 Hospital, institutional E. TYK O� !UIIDIN`Q
10. 0 Offko. 64RI, profossimo;ial 36. C-) Nwmber of rfories--
17. 0 WcK>d fra"
D. MICHAJ41CALI EQUIPMENT TO 9S IN557ALL0 38. 0 Mas-onry and wc-od
(provide Complete 1:0 Or Components On b4ck of this form) 31. 0 P.siAforctd concrita,
23.� Furnace: 0 Space [] R&--""d X Central 0 Ploor 40. 0 Struct-wral sta.91
24. A;r Conditioning: 0 Room X Conlral 0 41. f3 O-thet
25. D.c f S y s 16 m: M&f a ria I 9C>*jz-1> 1-mck.
Mazimcm cap4city. c.fm.
26. 0 X6fr;3*r&f;On
27. 0 Cooling to.or: Capacity - 9.P^- THIS SPAC�E FOR OFFf0F US-E ONLY
("i-")
28. C] Rre tpr;,%I;Ier-.: Nvmber of k"dt
29. 0 Elovslor 0 MOAN# 0
30. L3 Gesorme pvmpt.--(Aumt-,qri
31. [3 Ta--At---(number) Remaris
32. 0 LPG conia;n*,t.-(number)
33. 0 Uftfired r.reuum "LLIJ
34. 0 Boilers Permit Apprvy*d by
35. 0 Otboe - sprcify Permit Fv*.-
GENEXAL 1114FORMATION
ILI.
A. Typo of Itaafimg iiel.
IS OTHER CONSTRUCTION BEING DOME ON
42. X Eh�ctric THIS BUILDING OR SITE?_
43. 0 Gas-0 L? 0 Natural 0 Ci6nfral Util;ty
+4. 0 Oil IF YES, GIVE NUMBER OF CONSTRUCTION
PERMIT oc(s
4S. 0 Othsr - Sp&-.ify
IV. IDENTIFqCATION To be corriplated by an applicant:
IA cc-ns;deration of t . " for doing t�* wcA as de;,-r;6*d in the above sta4mant we "r*by aqf" lo perform said work in accord4r�c*
WiA the tmac"d prn7.,,1,;;-C;f`v11tP*qs wNiclN are a part hereof and in 4ccordance with the City of J#cksonw;114 o-rdi"nces and sfamd&rck
of -sod pr--ctica listed theram.
Ct I nical S;gm4ktvrs of
C--�froo�r (Print) ComtractQr Agent
Na�* of
O.-Rer (Print) A.ddrwss
S;netw�* Cf 0-fter S;9"fure of
or A.61hor;,ed Agent Archifad or Enq;-ioor
DEPARTMENT OF BUILDING PERMIT No. 6394
CITY OF ATLANTIC BEACH,FLORIDA
PERMIT TO BUILD
THIS PERMIT MUST BE POSTED ON JOB 6640 T
Date Feb13 jq__�4 66*OOCKT )
1707 1A 5, /02/84
PLUMBING 6394 SOCCAC
Valuation$_ Fee$ 66. 00 1707 1A 5/02/0
This permit not valid until above fee has been paid to City Treasurer,and is 11000
subject to revocation for violation of applicable provisions of law.
This is to certify that F.W. FAIR PLUMBING COMPANY
has permission taXYX
Classification RESIDENTIAL Zone PUD
REYHANI INC.
Owned by— Selim Ticera
Lot— 7 Block S/D
House NO. 1840 Selva Grande Drive
According to approved plans which are part of this permit
NOTICE—ALL CONCRETE FORMS
AND FOOTINGS MUST BE IN-
SPECTED BEFORE POURING.
PERMIT VOID SIX MONTHS
AFTER DATE OF ISSUE
00, 0 Building material, rubbish and debris
z from this work must not be placed
in public space, and must be cleared
up and hauled away by either con-
c t jOwner.
t
Building Official.
FOR OFFICE PERMIT DATE CONTRACTOR
USE ONLY NUMBER
PLUMBING
ELECTRICAL
SEWER
___��ATER
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
DATE
PLUMBING FIRM
MASTER PLUMBER
CITY/COUNTY OCCUPATIONAL LICENSE NO. JV92&-�
STATE CERTIFICATE NO.
BUILDER OR CONTRACTOR
TYPE OF BUILDING
SINKS SHOWERS
LAVATORY WATER HEATERS
BATH TUBS DISHWASHERS
URINALS DISPOSALS
CLOSETS WASHING MACHINE
FLOOR DRAINS
OTHER AA
TOTAL FIXTURE COUNT
INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE
MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE.
CITY OF ATLANTIC BEACH, FLORIDA
Approved by APPLICATION FOR ELECTRICAL PERMIT
CK/'
TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 190
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.
zi-lez(-7(c
ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN
NAME -ADDRESS: C4#W6qFD_BOX
BLDG.SIZE BETWEEN:
RES. APT. ( comm. ( I PUBLIC INDUS. NEW V) OLD ( REW.
ADDITION ( ) TRAILER I TEMPA I SIGNS ( ) - SQ. FT.
SERVICE: NEW INCREASE ( RVEAIR FEE
CONDUCTOR SIZE a00 AMPS COPPER ( ALUM.X)
ACEWAY
SWITCH OR BREAKER �2CV AMPS PH 3w L_f�"V 0 L T R
EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY
FEEDERS NO. SIZE NO. SIZE SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED OPEN TOTAL
SWITCHES 0.30 AMPS.
INCANDESCENT
FLUORESCENT&M.V.
FIXED 0 100 AMPS. OVER
APPLIANCES _'00 BELL TRANSF.
AIR H.P. RATING H.P. RATING
CONDITIONING COMP.MOTOR OfHER MOTORS AMPS CEIL HEAT: KW-HEAT
0-1 OVER
MOTORS H.P. I VOLTAGE PHS NO, 1 H.P. VOLTAGE
MISCELLANEOUS
7
TRANSFORMERS: UNDER 600 V. OVER 600 V.
NO. KVA - NO. IKVA
NO. NEON TRANSF.' NO. - VA. ' MA. MOTOR SIZE SWITCH FLASHER
EACH SIGN -------------- j FOR /AR.DED
$ - q��_cv
TOTAL FEES
6=--
CITY OF
4&aalw Beacit-Qauk&
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Tlme� A.M. District No.
Received
j�ImobA
,#ress Locality
Owner's
Name— —Contracto
BUILDM/G�0 CONCRETE ELECTRICAL IVIBING MECHAN1,QAJ,—
Framing Footing D Rough Wiring 0 6 ulg h L;-� Air.Cond.& El
Re Roofing E-1 Slab El Temp Pole El Top Out 11 Heating
Lintel D Fire Place 0
Pre Fab
READY FOR INSPECTION A.M.
Tues. Wed Thurs. Friday—P.M.
A.M.
Inspection Made z P.M.
Inspector IAJI–� Final Inspection EJ
Certificate of Occupancy
Date
CITY OF
Office of Building Official
REQUEST FOR INSPECTION
Date— Permit No.
Time A.M.
Received P.M. District No.
A*1,
P,
I'ty
ob!Addre-o 7tra
J
t cto'
Owner's Job Address Locality
Name--_ --Contractor
BUILDING , I C
te/ C NCRETE ELECTRICAL P MBING MECHANICAL
Framing ooting D Rough Wiring &.h ve Air.Cnd.&
Re Roofing 0 Slab 0 Temp Pole 0 Top Out ll;;�, Heating
Lintel 0 Fire Place
READY FOR INSPECTION Pre Fab
A.M.
Mon. Wed. Thurs. Friday_p.m.
Inspection Made A.M.
P.M.
Inspector Final Inspection 0
Certificate of Occupancy
Date
CITY OF
1*(4w� Fead - 57&u�& 716 OCEAN BOULEVARD
P.0.BOX 25
ATLANTIC BEACH,FLORIDA 32233
TELEPHONE(904)249-2395
INSPECTION
LOG
BUILDING PERMIT# ELECTRICAL PERMIT#
PLUMBING PERMIT# MCHANICAL PERMIT#
JOB ADDRESS
CONTRACTOR
OWNER
tCalle(d In Inspected JEA
Approved
Temp-Pole
Slab
-5/
Footing
Foundation
Framing
Plumbing(R)
Electrical(R)
Mechanical
Fire Place
Top Out
Electrical Final
FINAL INSPECTION�:�
Comments :
CITY OF
4&4a& BeaA14-
office of Building Official
(31 REQUEST FOR INSPECTION
Permit No.
Date
T 1Z A.M. District No.
Received P.M. District No
District No.
Job ddres Locality
Owner's Contractor
Name
C L
BUILDING CONCRETE ELECTRICA L MBING MECHANICAL
Footing u Wr , El ugh Air.Cond.&
Framing Rough wiring Heating
Re Roofing Slab E Temp Pole Ur Top Out Fire Place
Lintel Pre Fab
READY FOR INSPECTION A.M.
Thurs. Friday-P.M.
Mon. us Wed. A.M.
P.M.
Inspection Made
Final inspection 0
Inspector Certificate of Occupancy
Date
CITY OF
4&4a4-c Be"A-6;&U'4&
office of Building Official
-01 REQUEST FOR INSPECTION
Date Permit No.
Time A.M.
Received —,p M District No.
Ld�
Job Address Locality
Owner's
Name Contractor
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing 0 Footing 11 RoughWiring 0 Rough 0 Air.Cond.& 1-1
Re Roofing 0 Slab 0 Temp Pole 0, Top Out 0 Heating
Lintel 0 Fire Place 0
Pre Fab
READY FOR INSPECTION A.M.
Tues. Wed. Thurs. Friday—P.M.
2 A.M.
Inspection Made P.M.
Inspector Final Inspection
Certificate of Occupancy
Date
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 Seminole Road -Atlantic Beach, Ff 32233- Tel. (904) 247-5826
ROOFING PERMIT
PERMIT INFORMATION________— LOCATION INFORMATION
-fie—rmitNumber: 23894 Address: 1EM Z5LLVA tar%Arilur- DRIVE
Permit Type: RE-ROOF ATLANTIC BEACH, FLORIDA 32233
Class of Work: NEW Township: 0 Range: 0 Book:
Proposed Use: Lot(s):' 7 Block" Section:0
Square Feet: Subdivision: SELVA TIERRA
Est. Value: Parcel Number:
. . . OVMER INFORMATION
Improv. Cost: 2,400-00 Na : EL AND LEILA
Date Issued: 4/19/2002 , Address: 1840 SELVA GRANDE DRIVE
Total Fees: 38.00 ATLANTIC BEACH, FLORIDA 32233
Amount Paid: 38-00 Phone: (904)246-1833 1 — —-_ I
Date Paid: 4/19/2002 7
Work sc: EROOF
ATION FE
APPLIC
CONTRACTOR(S
38.00
-UIBBLE—ROOFING COMPANY
�M--k
Ile- CTION
BLIC SPACE, AND
BUILDING MATERIAL, y- Y TOR OR
MUST BE CLEARED UP'
aE
' IN THE
"FAILURE TO COMPLY
PROPERTY OWNER PAY I
ISSUED ACCORDING TO APPROVED IT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PRO ISI
Oper: DSMITH T ,e: OC Dra*er: I
Date: . 4/23/82 01 Receipt no: 52705
14 PERMITS-90ILDING 1 $38.00
1840 SELVA GRANDE DR
CITY OF ATLA TIC BEACH CK CHECKS 16886 $38.00
Trans date: 4/23102 Time: 16:22:34
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address
Date
Heated Sauare Footage 1 1 -per sq f t =
rd I
Garage/Shed er sq ft =
Carport/Forch e r s q f t =
Deck @ $_per sq ft = $
Patio @ $_ per sa ft = $
6K:) TOTAL VALUATION
01C
Total Val-uation ist
(�ec>,
Remaining Value sr-O per thousand
or portion thereof
TOTAL BUILDING k4
+ 1/2 Filing Fe
( ) Fireplaces
BUILDING PERMIT
WATER IMPACT FE]
SEWER IMPACT FEI
WATER METER/TAP
CAPITAL IMPROVE.�
SEWER TAP
RADON (HR.c
SECTION H PAVING
HYDRAULIC SHARES `7
CROSS CONNECTION
) SURCHARGE
OTHER (2 kfy-".00
GRAND TOTAL DUE
ADDITIONAL PERMITS OR FEES : nechanical_.; ..Plumbing
Electric/New Electric/Temp-; SwimmingP001
Septic Tank Well Sign Finish Floor Elevation
Survey ; other
CALCULATIONS and/or NOTES :
APR- 20-2002 12 : 11 AM DIBBLE ROOFING CO. INC. 904 733 2285 P. 01
ELKW,
C
' 7
Subject: Elk Product Approval Information
All Priestique and Capstone Products manufactured in Tuscaloosa, AL and labeled "NMI'
are certified under the Miami —Dade County Building Code Office(BCCO). The "NMI,
approval meets the requirements for the Florida Building Code, The following test
protocols must be passed by each of the products in order for NM Product certification:
ASTM D3462,PA 100 0 10 mph uplift and wind driven rain resistance);
PA 107 (Modified ASTM D3161 - 110 mph wind uplift resistance).
Listed below are the Miami—Dade Notice of Acceptance Numbers (NOA)and the nailing
patterns used in the PA 100 and PA 107 wind test protocols for Prestique and Capstone.
Raised Profile,Prestique High Definition 30—
PA 100=4 nails
PA 107 =4 nails RECEIVED
MD NOA#=0 1-1226,04
APR 1 0
Prestique 140 or Prestique T* — 11 e
PA 100 � 4 nails C1tY of Atlantic Beach
PA 107 =4 nails Bui'iding and Zoning
MD NOA#=0 1-1226-05
APPROVED
CITY OF ATLANTIC BEACH
Prestique Plus 50 or Prestique Gallery Collection* — BUILDING OFFICE
PA 100 4 nails
PA 107 4 nails APR 2 2 Z002
MD NOA#- 0 1-1226.03
Capstone 40 FLX*
PA 100�4 Nails
PA 107=4 Nails
NM NOA#= 01-0523-01
6 nails are required to qualify the roof for the Elk Limited Warranty of 90& 110 mph,
Please contact me at(205) 342—0299 if there are any questions,
Sincerely,
Daniel C. DeJarnette
Quality Assurance Engineer
Elk Corporation of Alabama
03/02
4117 Hill koml 1410g, 12 "'tilt 101 1)kIIUIh,('WIm'Mia.YXJ4( (7711)814-7747
CITY OF ATLANTIC BEACH
ROOFING PERMIT APPLICATION
JOB LOCATION: /y��<Q Ze
OWNER OF PROPERTY: Ile,e/7 TELEPHONE::
0 0
CONTRACTOR: A
CONTRACTOR'S ADDRESS:
J-,ml ZIP:
STATE LICENSE NUMBER: TELEPHONE: 7YI-,),Fsj—
DESCRIBE WORK TO BE PERFORMED: 42e
VALUATION OF PROPOSED CONSTRUCTION_
MATERIALS TO BE USED:
SIGNATURE OF OWNER:
SIGNATURE OF CONTRACTOR:
SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY OF
0
Dj66
UNDA KAy 9
MIS 0
My COMMISSINN#DD 047166
IR S.
AS TO OWN . ug
EXPIRES:AUgust 2.2005
-4 .
M
Bw4*d Thru BudW Nomry Ser*" NOTARY PUBLIC
SWOR -r A KIM Q1 ME THI
minan QC= S xn DAY 0
UNDA KAY BEDO
co
12Q1
AS TO I-4C
NOTARY PUBLIC G10
Liability Insurance Supplied q/
Workers Compensation Insurance Supplied
Cant-actor License Information Supplied
Occupational License Information Supplied
OCCUPATIONAL LICENSE SUPPLIED YES NO
SIGNATURE OF OWNER
SIGNATURE OF CONTRACTOR
SWORN TO& SUBSCRIBED BEFORE ME TIUS DAY OF 200
AS TO OWNER NOTARY PUBLIC
AS TO CONTRACTOR NOTARY PUBLIC
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC BEACH
ATLANTIC 11119ACil, ILOMInk $Its$
APPLICATION FOR MECHANICAL PERMIT CALL.IN'NUMBER
IMPORTANT — Applicat-if Ito, complete all ilmms in sections 1, 11, 111, and IV.
Street AdJr*%c 1840 D
FLO�CCAT I ON
0 C)
F IA116flocl;A9 Sfrooll: lel-o-m inc(C A,l IS 0__�Lk
BUILDING
11. IDENTIFICATION -- To be complefed by all applicants .
1, of r- 1 1;- for do;—i Ike -otk at d*ic,;6.,I in fl,o alnove 0&f**nl we 1,ereby Agrao to peflofm ta;cl wait in scrorclAncet
—;tk O's 4114ct'jd pla't anri 1ppc;(;c4I;ons which o'o 0 part Noreof and in &cc0Fd*Ac9 w;fk f�" City 0( JacklonvOle ordinancoo and slandarch
of q,cd p,.ct;c. I;tf*d
H A 01
v-
N 6 One $4
O.Ast �_- Cjc�Uqq 31L)
-Ife Ar
cl A 9 0 rw I Architect or Frigineet
Ill. G�P4"L IN
A.
18 OTHER CONSTRUCTION BEING 000 ON
THIS BUILDING ON SITE?_
Gas —0 L? 0 Netwel 0 comilel Utility
C) 0j IF YtS, GIVE NUMBER OF CONSTRUCTION
PERMIT
C] Ofho' — Sp*c;fy
IV. WOCK#%Mr—� IQUItM@NT To Bill INSTALLAD NATURE OF WOnK
(Prov4e, eo�mp6f#J41 of co4npo**atj*si b�#cj of this "1 0 neeldentIml or 11 Commercial
11 $Flec* 13 ROC*"*J ci C.Afftl 11 flow 11 New Building
A;t Comildim"Lml: a It"m [jr/C*Aft*l li Existing Building
cl NO. sylfe-am: mat"t— V Ilitplacernent of existing system
M600"Wo" capacity El Now Installation(No system previously Insiallpfi)
cl K0fr;j*f*t;*0 CJ Extension or add-on to existing syst"
[) C*oj;nq tv.0r: Capac;fy Other — Sp*clfy
Cl lt�ry *p44mileet! Nwm6e &I
c] 60�4 for C) M&ANt 0 THIS SPACE IaOlt OFFMI USII ONLY
0 C"bouho pwo"pt —l"rn6r)
t] Ts*tt__(mvrnb�*rI
LPG c**ts;"m__(f%vpn6*t,j
uv4`W*4 pftuvre V*"
cl 6#4un Permit Appmy*J Isy_ Daft,_
11 04— — sp-;Fy
LIST ALL EQUIPMENT
Allt COMAnONING AND REFRIGERATION EQUIrMENT
?,rumbor UnItA D4weirlptloes Me"Number Agemy
IA Mia n c I - Z3 L4LL
HEATING - FURNACES, BOILERS, FIRULACES
CkP*dtY AWr"Ing
Ifumber UnItA Xo4W Numbitir
.........
:zi. ;1111
......... ILL
T A_N KS
Mow uAny Nolixtr%al capaci
ald �=ty 'T"* lAqRdd Name of A oving
0ontalrood manuftat 'W
CITY OF ATLANTIC BEACH
MECHANICAL PERMIT
800 SEMINOLE ROAD-ATLANTIC BEACH,FL 3=-TEL: 247-5826-FAX: 247-5877
PERMLTINFORMATION.....---------_ LOCATIONINFORMAPON
Permit Number: 18101b Address: 1840 SELVA GRANDE DRIVE
Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233
Class of Work: ALTERATION Township: 0 Range: 0 Book:
Section: 0
Proposed Use: Lot(s): 7 Block:
Square Feet: Subdivision: SELVA TIERRA
Est. Value: Parcel Number:
Improv. Cost: --OWNER INFORmATI[ON��!��"�
Date Issued: 4/20/1999 Name: KEL AND LEILA HHN
Total Fees: 33.00 Address: 1840 SELVA GRANDE DRIVE
Amount Paid: 33.00 ATLANTIC BEACH, FLORIDA 32233
Date Paid: 4/20/1999 Phone: (904)246-1833
Work Desc: REP CE CONDENSER AND AIR HANDLER
APPI-C"Ok FEES
CON
-0_CEANSTATEHHE�T_&AIR PERMIT ��.00
-WOWitc1l
FINAL
NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND
MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
"FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
$33.00 14
Date: 4'120/99 81 Receipt: 0051124
CHECKS 13856
_A4TN7_ICBE�A6H' ILD�ING D�T7 00100003221000
CITY OF ATLANTIC BEACH
MECHANICAL PERMIT
8W SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877
LOCATION INFORM—.—ON —
PERMIT INFORMATION F:A:dld::�
Address: 1 §40 SELVA-6AANDE DRIVE
Permit Number: T�166
ATLANTIC BEACH, FLORIDA 32233
I Permit Type: MECHANICAL
Township: 0 Range: 0 Book:
Class of Work: ALTERATION Lot(s): 7 Block: Section: 0
Proposed Use: Subdivision: SELVA TIERRA
Square Feet: Parcel Number:
Est. Value:
Improv. Cost: OWNER INFORMATION --
Date Issued: 4/20/1999 Name: KEL AND LEILA HHN
Total Fees: 33.00 Address: 1840 SELVA GRANDE DRIVE
Amount Paid: 33.00 ATLANTIC BEACH, FLORIDA 32233
Date Paid: 4/20/1999 Phone: (904)246-1833
Work Desc: R PLACE CONDENSER AND AIR HANDLER
C RACTOR(S) APPUCATION FEES
33.00
(5C—EANSTATE HEAT &AIR PERMIT
FINAL
NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND
MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER---------
"FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
$33.0814
Date: 4/20/99 01 Receipt: 0051124
CHECKS 13856
A4TNTIC BE�A6H �L.6`ING D�T- 00100003221000
cl[-rY OF ATLANTIC BEACH
OLE RO"
800 SEMIN
ATLANTIC BEACH,FL 32233
-5826
INSPECTION PHONE LINE 247
Application Number . . . . . 06-00032782 Date 4/28/06
Property Address . . . . . . 1840 SELVA GRANDE DR
Tenant nbr, name . . . . . . REPLACE WINDOWS
Application description . - . RESIDENTIAL ADD/RENOVATE/ALTER
Property Zoning . . . . . . . TO BE UPDATED
Application valuation 5497
Contractor
Owner ------------------------
------------------------ AMERICAN WINDOW PRODUCTS
HUCHAN, KELVIN 2633 POWERS AVENUE
1840 SELVA GRANDE DR.
ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207
(904) 731-2247
----------- ----------------------------------------------------------------
Permit . . . . . . BUILDING PERMIT
Additional desc - - 60 . 00 Plan Check Fee 30 - 00
Permit Fee . . . . valuation . . . . 5497
Issue Date . . . .
Fee summary Charged Paid Credited ----Due---
----------------- ---------- -------- - ---------- ---
Permit Fee Total 60 . 00 60 . 00 . 00 . 00
Plan Check Total 30 . 00 30 . 00 . 00 . 00
Grand Total 90 . 00 90 . 00 . 00 . 00
IDA
ACCOYMANCE V
PERmrr is APPROWD ONLY IN 4TH ALL Cffy OF ATLANnC BFACH ORDINANcES AND TIM nOP
BUILDING CODM
--!;t�O%FNICIAL
IjIL
BUILD
CITY OF ATLANTIC BEACH Cc:
11 SS BUILDING / ZONING DEPARTMENT D. Ford
800 Seminole Road S.ffo eV:�r
Atlantic Beach,Florida 32233
(904)247-5800
—5 1119 (904)247-5845 Fax
www.coab.us
PLAN REVIEW COMMENTS
Permit Application # �4 - 32 -792—
Property Address: If/0 -J'�'ka,
Applicant: ""Z&fh-�AAI -
Project:
This permit application has been:
ER/Approved
Reviewed and the following items need attention:
Fwf i 6—�Nd
Please re-submit your application when these items have been completed.
Reviewed By:— (-I�— — Date: L4 /13 10,r-
Date Contractor Notified:
CITY OF ATLANTIC BEACH
wINDOWS, SKYLIGHTS, GARAGE DOORS, HURRICANE SHUTTERS
Date:
Job Address:— Lio
Owner:
h
Address: CL
limber: Zoning District: �Va��
Legal Description: Block NuJer: (jIALUState License Number: cbetZc2- 1 -20-7
Contractor: AMjg21C-ANVWiD0A EA
Address: PRODUCTS,INC. Phone:
2633 rvwn"AVE. Zip: Fax:
City: jACKSONVILLE,FL 32207 State:
ork to be done: Pogej-) enduzx� - R-eolacfMPA wffl&xf,
Present use of land or building(s):
Valuation of proposed construction: 6'19 7. Ocj
Is approval of Homeowner's Association or other private entity required? N(0 If yes, please submit with this
application.
Required Building Data: Pov-ch - (1�
Mean Roof Height ft) Building Width (ft) Building Length (ft)
Roof Slope_ Window Height (ft) Window Width
Window Elevation from Grade (ft)
Measurement from corner of building to window
Number of windows being installed
Mean Roof Height
A�F
800 Seminole Road Atlantic Beach,Florida 32233-5445
Phone: (904)247-5800 Fax: (904)247-5845 - http://www.cLatiantic-beach.fLus
Page 1 Rcvised 1127/03
a
Procedure- In order to expedite issuance of permits provide all information as appropriat Incomplete applications m y
result in delay in issuance of permit.
In addition to the building data,the following information is required:
1. Manufacturer's Test Report with Uniform Structural Load (psf)
2. Installation Procedures
3. Window Description/Type
4. Garage Door Description/Type
5. Skylights Description/Type
6. Hurricane Shutter Description/Type
7. Elevation View of Window Locations
I hereby certify that all information p with this application is correct.
Signature of Owner: Date:
I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and
ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to
give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the
governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the
above information being true and correct and that the plans and supporting data have been or shall be provided as required.
Signature of Contractor: Date:
Address and contact information of person to receive 01 correspondence regarding this application(please print).
Name:
Mailing Address:
Telephone: Fax: E-Mail:
AS TO OWNER:
Sworn to and subscribed before me this day of 20
State of Florida,County of Duval
P0, BETTY FELDER Notary's Signature:
MY COMMISSION#DD 239510 Personally known
EXPIRES:December 7,2007
SIM."'v: Bonded Thri Budget Notary Services Produced identification
Type of identification produced
AS TO CONTRACTOR:
Sworn to and subscribed before me this day of 'A 2 0
State of Florida,County of Duval
BETTY FELDER Notary's Signature:
MYCOMMISMN�0239510
EXPIRES:December 7,2007
C2/Per-sonally known
`;OF Bonded Thru Budget Notary Services El Produced identification
Type of identification produced
800 Seminole Road Atlantic Beach,Florida 32233-5445
Phone: (904) 247-5800 Fax: (904) 247-5845 http://www.ci.atlantic-beach.fl.us
Page 2 Revised 1/27/03
Z7
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Floric *uilding Code Online Page I of 2
aRIWA OEPARTM91YT OF a
immunity Affsaira
B Hot Topics Submit surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search
CIS Home Log In
JOProduct Approval
USER: Public User
Community
Product Approval Menu > Product or Application Search > Application List > Application Detail
Affairs
FL # FL3848-Rl
0 COMMUNITY PLANNiNG
Application Type Revision
P HOUSING&COMMUNITY Code Version 2004
DEVELOPMENT Application Status Approved
Comments
Archived
Product Manufacturer Bell-View, Inc.
Address/Phone/Email P.O. Box 208
150 Industrial Blvd.
0 OFFICE OF THE
Wrightsville, GA 31096
SECRETARY (478) 864-2227
joe@ptc-corp.com
Authorized Signature Robert Bell
joe@ptc-corp.com
Technical Representative Bell-View, Inc.
Address/Phone/Email P.O. Box 208
Wrightsville, GA 31096
(478) 864-2227
bvi@bellsouth.net
Quality Assurance Representative Bell-View, Inc.
Address/Phone/Email P.O. Box 208
Wrigthsville, GA 31096
(478) 864-2227
bvi@bellsouth.net
Category Windows
Subcategory Horizontal Slider
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation & Management Institute,
Referenced Standard and Year (of Standard)
Standard
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsBkU5zAW6hSwHV8WwTZitj... 4/11/2006
Florida E ilding Code Online, Page 2 of 2
AAMA/NWWDA 101.I.S.2- 97
Equivalence of Product Standards
Certified By
Sections from the Code 1714.5.2
Product ApproVal Method Method 1 Option A
Date Submitted 09/19/2005
Date Validated 11/23/2005
Date Pending FBC Approval 12/02/2005
Date Approved 12/06/2005
Summary of Products
nber or Name J[Description
-----71"Blue Chip" Horizontal Slider irizontal sliding prime win
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Installation Instructions
Approved for use outside HVHZ: PTID—3848—R1—I—NIO05208B-R.pdf
Impact Resistant: PTID-3848—RI—I—NIO05208C-R.pdf
Design Pressure: Verified By:
Other: Max size: 110" X 62" Max panel size: 29" x 60" Design
pressure: +/- 30 psf Glass configuration: XOX/IG--5/32"
AnGlass/FER Not for use in HVHZ
3848.2 �"Blue Chip" Horizontal Slider wl Sill Aluminum horizontal sliding prime win
Riser
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Installation Instructions
Approved for use outside HVHZ: Verified By:
Impact Resistant:
Design Pressure:
Other: Max size: 110" X 62" Max panel size: 29" x 60" Design
pressure: +/- 30 psf Glass configuration: XOX/IG/--
5/32"AnGlass/FER Not for use in HVHZ
DCA Administration
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shurnard Oak Boulevard
Tallahassee, Florida 32399-2100
(850)487-1824, Suncom 277-1824, Fax(850)414-8436
Q 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer
Product Approval Accepts:
FO-1 Z9 E
http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqsBkU5zAW6hSwHV8WwTZiti... 4/11/2006
JVC 'AF NATIONAL CERTIFIED TESTING LABORATORIES
1464 GEMINI BOULEVARD-ORLANDO, FLORIDA 32837
PHONE (407)240-1356- FAX (407) 240-8882
www.nctlinc.com
STRUCTURAL PERFOPJL41VCE TEST REPORT
Report No: NCTL-210-2883-2
Test Date: 11127102
Report Date: 12131102
Expiration Date: 11127106
Client: Bell-View, Inc.
P.O. Box #208
Wrightsville, GA 31096
TestSpecimen: Bell-View Incorporated Series "Blue Chip"Type XOX Horizontal Sliding
Aluminum Prime Window (HS-C30 110x62)(HS - C45 110x62 with sill riser).
Test Method: ANSIIAAMAINWWDA 10111.S.2-97, "VoldrLtary Specifications for Aluminum,
Vinyl (PVC), and Wood Windows and GlassDoors.
TEST SPECLAMN DESCRIPTION
General: The test specimen was a type XOX horizontal sliding aluminum prime window
measuring 110"wide by 62"high overall, Both interior active sash measured 28-112"wide by 60"
high. The fixed lite was glazed to the frame members providing a viewing area of 50-314"wide by
58"high. Frame and sash members were not thermally broken. One (1) metal cam-type sweep
lock was located at 8-112"from each end of the interior active meeting stiles. The cam-type sweep
lock keepers were extruded onto the fixed meeting stiles at lock positions. A metal rollerlplastic
housing was located at each and of both sash bottom rails. ne frame was of double screw coped
corner construction using(#8 x 314')PPH screws. The active sash were of double screw coped
corner construction using(#8 x 314'9 PPH screws. The fixed meeting stiles were fastened to the
head and sill at 28-112"from each jamb with two (2) (#8 x 314') PPH screws.
Glazing:Both active sash and fixed lite were interior glazed using 118"thick annealed glass
with a silicone back-bedding and a roll formed aluminum glazing bead.
Weatherseals: One (1)strip of bulb vinyl weatherstrip (0.350"high) was located at each jamb.
Two (2)strips of center fin polypile weatherstrip (0.250"high) was located at the top and bottom
rails of both active sash. One (1) strip of center fin vinyl weatherstr�p (0.170"high) was located at
each fixed meeting stile,
PROFESSIONALS IN THE SCIENCE OF TESTING
Bell View, Inc. -2- NCTL-210-2883-2
Weeps. One (1) weep hole measuring 1-112"x 5132"was located at 5"from each end of the screen
retainer sill track. One (1) weep hole measuring 1/4"x 5132"was located at 6-112"from each end
of the screen retainer sill track. One (1) weep hole measuring I"x 5132"and employing a plastic
weep cover was located at each end of the sill face.
Interior &Exterior Surface Finish: Mill finish aluminum.
Sealant: nejamb/sill corners were sealed with a silicone sealant.
Screen:An insect screen measuring 28"wide by 58-112"high was of mitiered type corner
construction with nylon corner keys. ne screen employed fiberglass mesh cloth with a solid vinyl
spline, two (2)pull tabs and two (2)jamb retainer springs.
GATEWAY PERFORMANCE TESTRESULTS
Par. No. Title of Test & Method Measured Allowed
2.2.2.5.1 Operating Force
Right Active Panel
Open 20 lbf 25 lbf
Close 18 lbf 25 lbf
Left Active Panel
Open 19 lbf 25 lbf
Close 20 lbf 25 lbf
2.2.2.5.2 Deglazing-ASTME987
Right Active Panel
Top Rail (50 lbt) 4.0 % (0.020'� <100%
Bottom Rail (50 IbD 3.6 % (0.0 18') <100%
Left Hand Stile (70 lbt) 5.6 % (0.028) <100%
Right Hand Stile (70 lbt) 5.0 % (0.025) <100%
Left Active Panel
Top Rail (50 lbl) 4.4 % (0.022 <100%
Bottom Rail (50 lbf) 5.0 % (0.025') <100%
Left Hand Stile (70 lbf) 5.8 % (0.029') <100%
Right Hand Stile (70 lbl) 6.0 % (0.030') <100%
2.1.2 Air Infiltration -ASTM E283
1.57psf(25 mph) 0.0 6 cfm Ift' 0.3 C/m1ft2
2.1.3 Water Resistance -ASTM E547
5.Ogphlft 2
WTF-- 4.5 psf No Leakage No Leakage
Bell View, In,--. -3- NCTL-210-2883-2
GATEWAY PERFORMANCE TESTRESULTS (Cont.)
-Par.-No. Title of Test & Method Measured Allowe
2.1.4.2 Uniform Load Structural -ASTM E330 Permanent Set
45.0 psf Exte rio r 0.021, 0.237"
45.0 psf Interior 0.03" 0.237"
2.1.8 Forced Entry Resistance -ASTMF588
Level 10 Meets As Stated
(See Appendix A for test results)
OPTIONAL PERFORMANCE GRADES
Par. No. Title of Test & Method Measured Allowed
4.3 Water Resistance -ASTM E547
5.0 gphlft'
WTF'— 7.5psf No Leakage No Leakage
NOTE.- Unit was tested with a 2.250"sill height to achieve.-WTP-- 7.5psf
4.4.4.2 Uniform Load Structural -ASTME330 Permanent Set
67.5 psf Exterior 0.05" 0,237"
67.5 psf Interior 0.091, 0.237"
Tested with and without screen
No glass breakage or permanent damage causing the unit to be inoperable
TEST COMPLETED 11127102
The tested specimen meets (or exceeds) the performance levels specified in Table 2.1 of
ANSIIAAMAI NTVWDA 10111.S.2-97for air infiltration. ne listed results were secured by
using the designated test methods and indicate compliance with the performance requirements of
the referenced specification paragraphs for the HS-C30 110x62(HS - C45 110x 62 with sill riser)
product designation.
Detailed drawings were available for laboratory records and compared to the test specimen at the
time of this report. A copy of this report along with representative sections of the test specimen
will be retained by NCTL for a period of four(4)years. The results obtained apply only to the
specimen tested. No conclusions of any kind regarding the adequacy or inadequacy of the glass
in the test specimen may be drawn from this test. This report does not constitute certification of
the product which may only be granted by a certification program validator.
NATIONAL CERTIFIED TESTING LABO TORIES
AV,,d 6"
DANIEL CONYER?'
Laboratory Manager
NCTL.210-2883-2
Bell View, Inc. -4
APPENDEYA
Forced Entry Resistance Test Results
Test Method. ASTMF588-97, "Standard Test Method for Measuring the Forced Entry
Resistance of Window Assemblies, Excluding Glazing Impact".
TESTRESULTS
Paragraph No. Loads Duration Measured Allowed
9.4-Disassembly No Entry No Entry
10.1-Lock Manipulation 5 Minutes No Entry No Entry
10.2.1.1-TestA.1 L1=150 lbf 1 Minute No Entry No Entry
10.2.1.2-Test A2 L1=150 lbf 1 Minute No Entry No Entry
L2= 75 lbf interior
10.2.1.3-Test A3 L1=150 lbf I Minute No Entry No Entry
L2= 75 lbf exterior
10.2.1.4-Test A4 L1=150 lbf I Minute No Entry No Entry
L2= 75 lbf interior
10.2.1.5-Test A5 L1= 150 lbf 1 Minute No Entry No Entry
L2= 75 lbf exterior
10-2.1.7-Test A 7 L1=150 lbf I Minute No Entry No Entry
L2= 75 lbf interior
L3=25 lbf interior
10.2.1.8
Lock Manipulation 5 Minutes No Entry No Entry
10.2.4.1 Fixed Lite 5 Minutes No Entry No Entry
Lock Manipulation
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1?,/15/2005 ,8:50:,19 AM Tina Reberger PGT Industries page 2
Florida Building Code Online Page I of 2
.................... ...... ..........
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ove View Product Search Organization Product
Search Application
N.: ...............NUM:
User: Public liser Not Associated with Organi7ation-
Application F1,331-R2 Need Help?
Date Submitted: 08/03/2005
Code Version: 2004
...........
Product Manufacturer: PG I'1ndustries
Address/Phone/email: 10701'eclinology Drive
Nokomis,F1,34275
(941)480-1600
Technical Representative: Lucas A.Turner
....... chnical Representative 1070 Technolog Drive
Address/Phone/email: Nok-omis,FL 34275
(941)480-1600
lturner-.'!i'pgtindustries.com
CategorN: Exterior Doors
Subcategory: Swinging
or Listing
Evaluation Method: Certification Mark
.............................................
Referenced Standards from the Florida Section Standard Year
Building Code: ANSI/AAMA/NWWDA 1997
101/1.S.2
Certification Agency: American Architectural Manufacturers
Association
Quality Asmrance Entitv:
---------------- Validation Eutitv:
Authorized SitniaLure: Lucas TumeT
lturncr4' ,pgtindustrics.com.
Evaluation/Test Reports I Jploaded:
http://www.floridabuilding.org/pr/pr detl.asp?IPT=33 l&RV=2&fm=ROSrch 10/19/2005
CD-2004.pdf
1?/15/2005 8:50:.19 AM Tina Reberger POT Industries Page 3
Florida Building Code Online Page 2 of 2
Im-Lallation DoCLIMCnts LTploaded: PTID-33 I-R2-I-FTL-3473.pdf
Product Approval Method: Method I Option A
Application Status. Approved
Date Validated: 08/03/2005
Date Approved: 08/24/2005
Date Certified Lo the 2004 Code:
Page:F-IN Page I i I
App]Seq Product Model#or Model Limits of Use
# Name Description
331.1 SWDA00 Aluminum HGD-LC40-37x8O
Cabana Door
. ................................
............... ....................
...............
...........
Copyriaht and Disclaimer 02000 The State of Florida.All rights reserved.
...........
....................................................... :MMMU
http://w-ww.floridabuilding.org/pr/pr detl.asp?1PT=33l&RV=2&frn=ROSrch 10/19/2005
CD-2004.pdf
12/15/2005 8 :50 : 19 AM Tina Reberger PGT Industries Page
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12,/15/2005 8 : 50 : 19 AM Tina Reberger PGT Industries Page 5
guality Accuracy Assurance
Fenestration Ire.,sting Laboratory, Inc.
1677 We,s0lst Place Hialeutt, FL33012 Pltorie;3051819-7877 Fax 3051819-7998
c-rnail: wwwftl-inc.corn
ft[dadeg-aol,com
C)
Lub.Number 3473 �2 43
June 28,2002
Report Number 3455 �6
1(
File Number 02-116
Page I of 4
A-5004
OFFICIAL TEST REPORT
MANUFACTURER: P.G.T IndUsti-ies,111C DESIGNATION: HOD-1,C40 37 x 80
ADDRESS: P.O. Bo\ 1529 SPECIFICATIONS: AAMAiNWWDA
Nokomis,Florida 34274 101/l.S.2.-97
DESCRIPTION OF UNIT with Fixed Window
Model Designation: Scrics: SWD100 Cabana r')c
.K)r; Aluminum out-Swinging Entrance Dooi
Incorporated
Overall Size: 3' 1 '/�"(371/2")by 6'8"(80")high by 2.095"deep
Overall Size of Fhced Window. 2'3 3/4"(27 314")by 5'3"(63")highby 2.000"deep
Configuration: X
No. &Size of Panels: Dne,2' 11 1/4" (35 1/4")by 6'7 Vi"(791/7")high
MATERIAL CHARACTERISTICS
Frame Construction: Test unit has a finnge type frame,butt joinvs with a beige and white coated finish. Aluminum
alloy is 6063-T5. (Entrance Door), Frame cornerz are tabbed over 11treshold has a rrull finish and the overall interior
height is I".Size of frame members are as follows:frame head 2.255"by 0.895"by 0.750%threshold 3.125"by 1.000"
by 0.050"wall thickness-frame jamb-;0-875"by 2.095"by 0.975". (Fixed Window),Frame corners were fastened with
two No. '01 by 3/4" pan I'Lcad Sheet metal sercws Size of triu-no ine-mbers are as follows. frame hc4d, harric sill and
frame iambs, 0.844" by 2,000" by 0.062" wall thickness. Frame members are solid extrusions with typical wall
thicknesses of 0.045",except where noted.
Panel Construction-Panels htivc Inat joints and-,I beige coated finish.Aluminum alloy is 6063-TS.Panel corners were
fastened with four No. 8 by I" pan head sheet rnetal screw. Size of stiles and rails are as fbllows� top and bottom rails
4.187" by 1.720" bv 1.865" by 0.050" wall thickness�, jamb stile and lock stile 4,195" by 1.750" by 4.255" by 0 065"
wall thickness, Panel members arc hollow extrusions.
Glazing:
Material:Foced Window, 3/16"tempered glass silicone and an aluminum
Method:Fixed T-Vindow,interior glazed with 0 360"glazing penetration using a clear colored
uharmel glazing bead with an udhe-.-,ive fuumbetween bead and glat;4;- Glazing bead was faustened to froune head and frarne
.sill with a single row of No.6 by 7/9"flat bead selt'drillingscrews and to frarne jambs with the same installation screws.
Location of fasteners tire as follows.frame head and frame sill from the left,4", 14"and 24".
Daylight Opening:Fixed Witidow,clear opening of fixed lite,25"by 60 1/4"high.
W eatherst ripping: (Entrwice Doov)
uantir Description 1,ocotion
Y
Single row fabrivcouted foem at frame bead and frame jamb,.,
Single row vinyl bulb lit frame sill
Hardware: (Epirronce Door)
011onti1v Description Location
One dead bolt lock,with no I.D. marks ke.voliciated at panel lock stile,44"from bottom
on the exierior and diumb tUni on the 1111CF101- I--,11 11
E TESTFr�A-1 IS N01 NFCFMAXILY NOICATIV!:or THF OI,AI ITIFS Or APWEKT','
THIS REronT IS SUBMITTEE FOR THE EXCILISIVE US'Or TIIL CLIENT TO WHON 17 IS ADCHRESSED.ITS APP.CATION IS ONLY TO THE S-L SS PERMISSION,IS PR.)HIF1TFD
POATS r0A r)r AKY nr nun SFA-S CR Ng"IA WI40UT 004�XPAE
'AIIM OF STATEMEVIS. OR EXTRACTS FROM CR RrGAROING O.IP RF
imiI An nn IDEWICAL Fk3UUCI S vukkl�
FTL-3473.max
12/15/2005 8 :50 : 19 AM Tina Reberger PGT Industries Page 6
Eab.Number 3473
June 28,2002
Repout Numbe05
n 6
File Nwaber 02-116 0*r*z
Page 2 of 4 M J9 B
A-5004 0- 8
tz:l
MATERIAL CHARACTERIsTICS
Hardware:(Fnirance Door),.x)ntniued
Onapirily Description Location
One conventional door knob. with no LD mat-ksk�cey'� at paliel lmk-tic,36'fioni bottom
operated on the exterior and thumb wmn on 7the
interior
T ec
hree 4 1/4"long atun-tinurn three pieec butt hinge, at right frame i amb 10'A",40'and 70"from bottom
Lwith no I.D.mai-Ics
Two steel strike plate,with no J.D.marks at frame jamb,36"and 44"from bottom
Four 1 9/16"by 4 7/16"long plastic end cap at panel lock 961c at each end
Four at Ranel lock stile a(each end
Weepho)es:None
Munfins:None
Mullions-None
Reinforcement:One 1 1/4"by 2 Vi"by 26 3/4"long wood block inside top and bottom rail.5.
Sealants:Lower panel corners were scaled with a clear colored scatant Fixed window,fi-ame corners were sealed with
a white colored sealant Installation screws were scaled with a black coloredsilicone.
Pads-Nonu
Screen:Not applicable
Additional Description:I Init has one 29 1/4"by 9"high by I V,"deep.aluminum panel.drawing No. 1518.Panels were
filled with sVrofoam. Unit tested with one Plastic kick plate cap,drawing No. 15 19,below fixed lite,secured to panel
�x ith a clear colored silicone.
Unit installation: Test unit installed in a 2 x 12 wood test buck using a 2 x 4 pressure treated buck strip. (Entrance
Door), Frame installed with a single row of No. 10' by 2"flat head sheet metal screws in frarne sill and frame jambs
(Fixed Window), Frame jambs installed with it single row of No 6 byl '/2" ftat head self drilling screws. Locattori,of
installation screws are as follows: (Entrance Door), frame sill front tile left,6", 18 V2"and 29 1/2"; frame jambs from
bonom,9",34",46"and 66 xvcic no installation sulc—it,(tic frdLnClicad, (Frxed Window), fraincian't-from
the bottom,4", IS',32",45 Vi"and 59 There were rko installation screws in the frame head and fralne sill.
Product markings:None OFFICIAL TEST RESU LTS
Paragraph Number Title of Test Measured Allowed
Passed
1.2 Air Inliltration TesV(A,STM E293-96)
at 1.57 p,,,f 0 07 cfrn/-q.ft.(1.28 cmh/m2) 0.3(5.49)maximuln
Note: The tested specimen meelN or exr.c�exl.�the perfomianci!level q�pvcified in specification reference
for air infillration.
2 1 3 Water Resistance'resi (ASTM E547-96/F,331-96) Passed
no leakage 610 psf(297 Pa) 3.75(180)minimum
2.1 42 thifforni Structinal Load Test (ASIMI-1*330-90) Passed
Po.,-,itive Lond 60 0 p.-.f(2147 3 Pa) 37.5(1796)mininium
Deflection Permanent Set
Reading at frame J amb 0.138"(3-51 itim) None
Reading at frame sill 0�094"(2.39 inin) None
Reading at frame head offixed lite 0.167"(4.25 mm) None
FTL-3473.max
12/15/2005 8:50� 19 AM Tina Reberger PGT Industries page 7
Lab,Number 3473
June 29,2002
Report Number 3 5
rilc Nujy)bcr 02-116
Page 3 of 4
A-5004 Si,
OFFICtALTEST RESULTS
7—
Allowed
Paragraph Number Title of Test Measured
2 14 2 Unitorm Structural Load,resti (ASTNI E330-90) Pas,;ed
Negative Load 75,0 psf(1591 Pa) 37 5(1796)minimuin
Deflection Permanent Set
Reading at frame jamb 0.147'(3.74 min) None
Reading at frame sill 0.103"(2.62 mm) Nonc
Reading at frame bead of fixed lite 0.235"(661 inin) 0,00 5"(0.12 trun)
(Fixed Window)
2.18 Forccd Entry Rcsistancc Tc--A�
(ASTM F588-97)Manipulation Test No Entry Passed
(Entrance Door)
Forced Entry Resistance Test:
41.11 300 pound concentrated load
perpendicular to plane of glass
within 6"of lock No Entry P&md
41.1.2 300 pound concentrated load
perpendicular to plane of gla3s
within 6"of the top of panel Passed
lock-tile No Entry
41.1.3 300 pound concentrated load
perpendicular to plane of glass
within 6"of the bottom of panel Passed
lockstile No Entry
SECTION 4,OVTIONAL PERFORMANCE CLASS:
4.3 Water Resistance Test:(ASTM P547-96fE331-96) llv-.,;ed
noleakage 6.20 pst(297 Pa) 4.50(215)minimum
4.4,2 Uniffirm Structural Load Tctw (ASTM E3 30-96) Pa&sed
Positive Load 75.0 psf(3591 Pa) 45,0(2155)minimum
Deflection Permanent Set
Reading at framc.jarnb 0.138"(3.51 rnni) None
Reading tit frarnesill 0,094"(2.39 nim) None
Reading at frame licad of fixed lite 0.167"(4.25 mm) N,,)nz
Unilbrm Structural Load Test: (ASTM E330-96) Passed
Negative Load 75,0 psf(3591 Pa) 45�O(2155)minimum
Reading at fiamejamb 0.147"(3-74 inni) None
Reading at trarne sill 0.103"(2.62 nini) None
Rcadmg at frame head of fixed lite 0.235" (6.61 inin) 0.005"(0.12 nun)
Vn/f.- At rnac-lusinn.of ibove tests,tbffr,�was rv-)kippurent dwnagc to unit,glass or fasteners.
FTL-3473.max
1?/15/2005 8 : 50 - 19 AM Tina Reberger PGT Industries Page 8
Lab.Number 3473
June 28,2002
Report Number 3 5
File Number 02-116
Page 4 of 4
A-5004 6
A
continued.-
Temperature: 76.OF
Haronretric:29,83
Test Began-June 3,2002
Test Completed-June 5,2002
Report Expires-June 3,2006
Remarks: This test report does not constitute certification of this product, but only that the above teSt results were
obtained using the designated test methods and the performance requirements (paragraphs as listed) of tile above
referenced specifications.As per manufacturer,unit complies with section 3,material and component requirements.
Detailed assembly drawings showing wall thickness of all members,comer construction and hardware application are
on file and have been compared to the sample submitted.A test sample will be retained at the test laboratory-A copy
of this report and detailed dr2wings will be forwarded to the Validator.
Note: When load tests are performed on test specimens,they arc covered with a 1.5 ml plastic sheeting to seal from air
leakage,however,this has no effect on the test results obtained.
Witnessed by: FENESTRATION TESTING LABORATORY,INC.
Mr. Luis Figueredo, P.E.
Mr.Jeff Marquarat
Mr.Sam Bryant
Roberto Ro eto
Laboratory Technicians: lesting M ager
Wilfredo Arencibia
Author of Report
Maricruz Ayala
A/ P.C,.T, lndustri,s
2-ALI
FTL-3473.max
Doc # 2006148061, OR BK 13227 Page 765, Number Pages: 1, Filed & Recorded
04/28/2006 at 01 : 07 PM, JIM FULLER CLERK CIRCUIT COURT DUVA-L COUNTY RECORDING
$10.00
NOTICE OF COMMENCEMENT
Permit No.
State of Florida
County of
The undersigned hereby gives notice that improvements will be made to ce ain rea prope y and i
accordance with section 713.13 of the Florida Statutes, the following inform rt I rt n
NOTICE OF COMMENCEMENT, ation is provided in this
Lelg_al description of�property(include Street Add e�ss, if available)
Cq--z:s
General dePcription of)Tprovements Q- 1 1 Y
Owner
Address
Owner's Interest in site of the Improvemen
Fee Simple Title holder(if other than owner)
Name
PPI-) E)y Address
W
Contractor PRI]JI)! I'
L 11'1&!INC. -77 7
Address 2633''POWERS AVE.
Surety J -'KSO
Address /,g-(f o Irl Amount of bond $
Any person making a loan for the construction of the Improvements.—
Name
Address
Person within the,State of Florida designated by owner upon whom notices or other documents may be
served as provided by Section 713.13(l)(a) 7, Florida Statutes.
Name
Address
In addition to himself, owner designates
Of
to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes.
Expiration date of Notice of Commencement(the expiration date is one (1) year from the date of
recording unles a different date is specified)
S i gn a t u r c Tf O—Z—., Printed Name of Owner —
FNotary Rubber Stamp Sea] I have relied upon the following identification of the Afflant
K, 'Pay 0 0— 66,
Sworn to andlubscribed before me this
Ze-
otary SignaNre
Fe Neir-
rg,ed Name
My COMMISSION#DD 23b�lu
EXHIHE'-S�Decernber7,2007
7
—.d4
-1.00M
Doc # 2006148057, OR BK 13227 Page 761, Number Pages: 1, Filed & Recorded
04/28/2006 at 01 :07 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING
$10.00
NOTICE OF COMMENCEMENT
Permit No.
State of Florida
County of 'DO 1(a I ------------------
The'undersigned hereby gives notice that improvements will be made to.certain real property, and in
accordance with section 713.13 of the Florida Statutes,the following information is provided in this
NOTICE OF COMMENCEMENT.
Legaldescript of ro e (In�lude S�eet Address If available) fe
fe-
2��) -226 �Wk
C- 60'-,r.)-)I (6,U t �yc
(/,);�4 14-1 L+
General s n ton of Im
.provements
Owner -6 t -r V Lf LL" r?ctclt'L'S
Address e-
Owner's Interest in site of the Improvement 2-2
Fee Simple Title holder(if other than owner)
Name -1
POD rol-ij Address —
Contractor PRODUCTS IN
Address 2633 POWERS' AVE.
Sure J �'KSO VILL Ui C'Ll- I-D 1 272-ct--I
Address Amount of bond$
Any person making a oa—nfo—r t—he'cons—tructon of�e Improvements:
Name
Address
Person within the State of Florida designated'by4wner upon whom notices or other documents may be
served as provided by Section 713.13(l)(a)7, Florida Statutes.
Name
Address
In addition to himself, owner designates,
Of
to receive a copy of the Lienor's Not I'll c I'll e as provided in Section 713.13(1)(b), Florida Statutes.
Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of
recording unless a different date Is specified)
IM/-� I . 'A 'P
rnnLCU Narne Of Uwner
Notary Rubber Stamp seal I have relied upon-the followin&Identification of the Affiant
1z"'."N' Sworn to
BETTY FELDER atnplcribcd�efbrc this'?Zclayof
MYCOMMiSSIONNOD239510
EXPIRES:Dacember 7,2007
Bonded Tnru&dget Notary Services tary ignature
Led Name
CITY OF ATLANTIC BEACH
WINDOWS, SKYLIGHTS, GARAGE DOORS, HURRICANE SHUTTERS
Date: /2(,- /c G(,
J b AddVress: 4-e—
er: Ok"
Address: lsqql-jp) 1hone:
- AV e— 02�0:!�P
Legal Description: Block Number: Lot Number: 4-2- - Zoning District:
Contractor: AMERICAN - State License Number:- CP1)(2A2-b)20 1
Address: PRODUCTS,INC. -7
2633 WERS AVE.- Phone: 251--Zzq--7
.City: JACKSONviLLE,FL 32207 State:_Zip: Fax: -7
Describe proposed use and work to be done:
Present use of land or building(s):
Valuation of proposed construction:
Is approval of Homeowner's Association or other private entity required? NIA If yes, please submit with this
application.
Required Building Data: 5ee- a44cA ecL Uawj-11�-
Mean Roof Height_(ft) Building Width �(ft) Building Length_(ft)
Roof Slope Window Height (ft) Window Width A
Window Elevation from Grade— (ft)
Measurement from corner of building to window (ft)
Number of windows being installed
............
Mean Roof Height
800 Seminole Road Atlantic Beach,Florida 32233-5445
Page I Phone: (904)247-5800 Fax: (904)247-5845 - http://www.ci.atiantic-beach.fl.us
Revised 1/27/03
sc
17- ()(t"
Procedure: In order to expedite issuance of permits provide all information as appropriat Incomplete applications may
result in delay in issuance of permit.
In addition to the building data, the following information is required:
I. Manufacturer's Test Report with Uniform Structural Load(psf)
2. Installation Procedures
3. Window Description/Type
4. Garage Door Description/Type
5. Skylights Description/Type
6. Hurricane Shutter Description/Type
7. Elevation View of Window Locations
I hereby certify that all information provided with this application is correct.
Signature of Ownier: � -R - e:
Dat
I hereby certify that I have read and examined this application and know the same to be true and corTect. 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 pem-dt 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: UA4 Date: 0
Address and contact information of person to receive ill correspondence regarding this application(please print).
Name:
Mailing Address:
Telephone: Fax: E-Mail:
AS TO OWNER:
Sworn to and subscribed before me this day of
—.20
State of Florida,County of Duval
"'Tty P&A
BETTY FELDER Notary's Signature:
My COMMISSION#DD 239510 _�&
EXPIRES:December 7,2007 2"Personally known
4"'.F IY'* Bonded Thru Budget Notary Bernes
Produced identification
Type of identification produced
AS TO CONTRACTOR:
Sworn to and subscribed before me this -2(in day of 20
State of Florida,County of Duval
Notary's Signature:
P08, DER
AMmy COMMf".'. n�ilo 21"Per-sonally known
,* EXPIRES:Decuffibet 7,200, El Produced identification
Banded Thru Budget Notary Service$ Type of identification produced
800 Seminole Road Atlantic Beach,Florida 32233-5445
Page 2 Phone: (904)247-5806 Fax: (904)247-5845 http://www.ci.atlantic-beach.fl.us
Revised 1/27/03
%34
(IRS
Florida Building Code Online Page I of 3
C—iOPtOA OL-PAPTNIENT UP
ommunity Affairs:
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Affairs Product Approval Menu > Product or Application Search > Application List>Application Detail
FL # FL747-Rl
Application Type Revision
Code Version 2004
Application Status Approved
Comments
Archived
roduct Manufacturer Gorell Enterprises Inc.
Address/Phone/Email 1380 Wayne Ave.
Indiana, PA 15701
(724) 465-1839
rgibson@gorell.com
Authorized Signature Richard Gibson
rgibson@gorell.com
Technical Representative
Address/Phone/Email
W,MMII �� Quality Assurance Representative
0 M- 1*0117ffim Address/Phone/Email
ow-aw Category Windows
Subcategory Double Hung
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Referenced Standard and Year (of Standard) Standard
ANSI/AAMA/WDMA 101/I.S.2-97
Equivalence of Product Standards
Certified By
Sections from the Code 1703.5*1714.5.2.1*17
http://www.floridabuilding.org/pr/pr—app_dtl.aspx?param=wGEVXQwtDqt8Bwwt9vl I Prnc I uMpER40pkS... 4/27/2006
Florida Building Code Online Page 2 of 3
Product Approval Method Method 1 Option A
Date Submitted 10/14/2005
Date Validated 11/16/2005
Date Pending FBC Approval 11/28/2005
Date Approved 12/06/2005
Sum ma r y of P rodu cts
-----IlDescription
1 F L # Model, Number or Name
1747.1 JIG511
IDouble hung replacement
Limits of Use (See Other)
Certification Agency Certificate
Approved for use in HVHZ:
Installation Instructions
i Approved for use outside HVHZ:
PTID 747 R1 I G5155 50 CAR.pdf
Impact Resistant:
PTID 747 R1 I G5155 CAR.pdf
Design Pressure:
PTID-747—Rl—I—G5305 30 CAR.pdf
Other: G5115 R40@44x6O R50@32x54w/Mod sill PTID 747 R1
_IG5305 55 CAR.pdf
PTID 747 R1—I—GSVDH-1 50 CAR.pd
PTID 747 R1 I GSVDH-1 CAR.pdf
PTID 747 R1 I GSVDH-2CAR.pdf
PTID-747—Rl—I—P5100 fastener det.p
PTID 747 R
1IP5305 fastener det.p
Verified By:
1747.2 -----]FG5155 Double hung replacement
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: G5155 R40@44x6O R50@32x54w/Mod sill
1747.3 :::�JG5195 IlDouble hung replacement
i Limits of Use (See Other)
Certification Agency Certificate
Approved for use in HVHZ:
Installation Instructions
I Approved for use outside HVHZ: Verified By:
Impact Resistant:
Design Pressure:
Other: G5195 R40@44x6O R50@32x54w/Mod sill
1747.4 :::::=jG5265 IDouble hung replacement
Limits of Use (See Other) Certification Agency Certificate
Approved for use in HVHZ: Installation Instructions
Approved for use outside HVHZ:
Verified By:
Impact Resistant:
g
i LLDesign Pressure:
Other:�G5,265 R40@44x6O R50@32x54w/Mod sill
1747.5 ::=IG5275 —71Double hung replacement
Limits of Use (See Other) Certification Agency Certificate
Approved for use in HVHZ: Installation Instructions
Approved for use outside HVHZ: Verified By:
Impact Resistant:
i Design Pr ssure:
1
Other: G5275 R40@44x6O R50@32x54w/Mod sill
1747.6 :��JG5305 IDoubie hung replacement
Limits of Use (See Other) [Certification Agency Certificate
http://www.floridabuilding.org/pr/pr—app_dtl.aspx?param=wGEVXQwtDqt8Bwwt9vl I Prnc I uMpER40pkS... 4/27/2006
Florida Building Code Online Page 3 of 3
Approved for use in HVHZ: Installation Instructions
Approved for use outside HVHZ: Verified By:
Impact Resistant:
Design Pressure:
5 R55@44 x60 R30@54X77 ASTM1887 impact
Other: G530
i Ilevel C 44 x 60
GSVDH
Double hung new construction
7 4:7�.7�
i jVinyl
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: GSVDH R20@44x6O R50@32x54Mod Sill
--J
[74�57�.8 ��=j G SV D H-2 Vinyl Twin Double
hung new construct
Limits of Use (See Other)
Certification Agency Certificate
Approved for use in HVHZ: Installation Instructions
1 Approved for use outside HVHZ:
Verified By:
Impact Resistant:
Design Pressure:
Other: GSVDH-2 R20@44x6O
--------------- ------ —------ ------------------——----------------------
E:=B,�c�k Next
DCA Administration
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:
H] M
http://www.floridabuilding.org/pr/pr—app_dtl.aspx?param=wGEVXQwtDqt8Bwwt9vl I Prnc I uMpER40pkS... 4/27/2006
Farabaugh Engineering and Testing, Inc.
PERFOPJyfANCE TEST REPORT
GORELL MODEL G5155
TILT DOUBLE HUNG WINDOW
H-R50
(DOWNSIZE)
(2'-8" X 4'-6")
FOR
GORELL ENTERPRISES, INC
1380 WAYNE AVE BUILDING PLANS EXAMINER
INDIANA, PA 15701 REVIEWED FOR
CODE COMPLIANCT-7
Project No. T 106-01 KEEP THIS PLAN ON JOB
1/22/01 MAY 13 2003
Building&Zoning Inspectio
,.)ignature
Li^cen-'s-e-1 t3 Nr o.
DANIEL G.FARABAUGH,P.E.
25s Sounders Stdon Rd.
Trafford,PA 15o85
(412)373-9238
C�-ps"
Keystone Commons - 515 Braddock Avenue - Turtle Creek, PA 1514S I
(412) 824-3316 - FAX (412) 824-3367
Project No. T 10 6-01
Report Date: January 22, 2001 Pas(ze I of 4
PERFORiMANCE TEST REPORT
Manufacturer: GORELL ENTERPFJSES, INC
1380 WAYNE AVE
INDIANA, PA 15701
Product Identification
Product Type: Double Hung Window
Series/lvfodel G5155
Specification: AA.MAJNWWDA 101/l.S.2-97
Desianation: H-R5 0 DOWINSIZE (32" X 54") AAI'vL4,/NWWDA 10 I/I.S.21-97
GRADE 50
Test Reference: See Test Report No. ETC-98-155-6330-0 (dated: 1/13/99) by ETC
Laboratories for fuU size test report.
Product Description: Attached
Test Results: Attached
Test Equipment: FET
Testing Date: 11/27/00
Detailed assembly drawings showing wafl th=ickness of aU members, comer construction and
hardware appUcation are on file and have been compared to the sample subrn�itted. A copy of
this report and test sample wi].1 be retained at FET for a period of 4 years. The results
obtained apply only to the specimen tested. No conclusions of any kind-regarding the
adequacy or inadequacy of the glass in the test specimen may be drawn form this test.
The above results were secured by using the designated test methods and they indicate
compl.iance with the performance requirements of the referenced specification'. Th�is report
does not constitute certification of this product, which may only be granted by the
certification program administrator.
Prepared,�y: Approved by:
'pp
Paul G. Farab gh Pgatrnick aLrabau E
Project No. T 106-01
Page 2 of 4
Product DejEr�
General:
Test sample was comprised of Gorell Model "G5155" Tilt Double Hung Vinyl Prime, one-
over-one (t]t loading type) double hung window, with an overall master frame size
measuring 32" wide X 54" high X 3-1/2" wide. The bottom sash measuled 29-7/16" 'Aide X
26-11/16" high overall. The top sash measured 28-11/16" wide X 25-7/8" high overall. The
frame comers were of welded rnitered with one screw in bottom comers construction. The
sash comers were of welded rnitered type comer construction. Bottom sash had an exterior
screen (28-3/4" w x 26-13/16" h). A sill riser was pressure fitted and silicone was added for
the attachment to the Sill. A '/4" spacer block was at the comers of the sill located near the
comers of the bottom sash.
Weather-stripping:
Sin-ale strips of center fin pile I seal (0.187" w x 0.23" h) at side face and exte ior face of both
sashes stile's. Single strips of center fin pile seal (0.187" w x 0.23" h) at headrenclosure and
at exterior face of the top rails of both sashes. Single strip of bulb seal (0.187" w x 0.3 0"
dia) at bottom of the bottom rail of the bottom sash. Single strip of foam filled vinyl
interlocking weatherstrip on keeper rail of the top sash. Single strip of pile seal (0.187w x
0.35"h) at interior face of the top rail of the screen.
Operators and Other Hardware:
Each sash had two sets of constant force balance shoes, one per jamb. One cam-type sweep
lock was attached'to the center of the bottom sash meeting rail with keeper on top sash
meeting rail. One plastic tilt latch with thumb actuator was housed at each end of the top rail
and interior meeting rail of the bottom sash. One die-cast pivot bar was fastened with (1)
screw at each end of the bottom horizontal rails of the top and bottom sash.
Glazing System:
Each sa'sh was exterior drop glazed with 0.85" thick insulated glass using double-sided foam
glazing tape, The sash utilized two (0.09") thick clear annealed glass Htes with a 0.67"
continuous metal spacer. An exterior snap-in single leaf dual durometer-rigid vinyl-giazirig
bead secured the glass.
Weep Holes:
Two (3)/8" x 3/32") weep slots were located on the bottom side of the bottom sash horizontal
rail, one 1-1/4" from each end. Two (3/8" x 3/32") weep slots were located on the glazing
track of the bottom sash bottom rail, one 1-1/4" from each end. Two (1/4" x 3/32") weep
slots were located on the bottom side of the top sash horizontal rail, one 2-1/4" from each
end. Four (1/4" x 3/32") weep slots were located on the glazing track of the top sash bottom
rail. two at 1-1/2" and two at 1-3/4" from each end. The frame sill was a sloped sill. Three
(1/4" dia) weep holes were located on the bottom rail of the screen, one 2-1/2" from each
end and one in the center.
Project No. T 106-01 Page 3 of 4
Sealant:
Silicone sealant was used at exterior perimeter of frame to buck intersection
Anchorage:
r
A 1/2" wide x 1/2" deep wood ftirring strip were located around the perimeter of the extenio
and interior side of the frame. The (finishing) nail pattern for the interior furring strip was 6"
on center (nominal) and for the exterior fiming strip the nail pattern was 12" on the jambs
side and 6" on the header and siU.
LORELL "GI115" DOUBLE HUNG WINDOW
Test Results
VUI�pNq PLANI� "I" Al�
Paragraph Test Title Test Res
Referenced Test Method inODE CONl N
Gatewav Performance Requirements KEEp TW� Ot JOB
MAY
2.1.2 Air Infiltration Test FL.
(ASTM E-283-91) Buildhig&- .—�b
@ 1.57 psf 0.1 —"�—e c s
The test s Ejjj� Fi-,,atur
pecimen meets the performanceL WJ eci ied
A,4AL41NWWDA 10111.S.2-97forAir Infiltration.
2.1.3 Water Resistance Test
(�STM E547-96)
@ 2.86 psf(with & without No penetration No penetration
screen)
2.1.4.2 Uniform Load Structural Test
(see optional perforn-ance results)
2.1.7 Welded Corner Test Meets As Stated
2.1.8 Forced Entry Resistance
(AST.M F588-97) Performance
Level 10 Type A (Section 10)
Sec. 10.1 Lock Manipulation Test No Failure As Stated
Sec. 10.2.1.1 Test Al No Failure As Stated
Sec. 10.2.1.2 Test A2 No Failure As Stated
See. 10.2.1.3 Test A3 No Failure As Stated
Sec. 10.2.1.4 Test A4 No Failure As Stated
Sec. 10.2.1.5 Test A5 No Failure As Stated
Sec. *10.2.1.6 Test A6 No Failure As Stated
Sec. 10.2.1.7 Test A7 No Failure As Stated
Sec. 10.2.1.8 Lock Manipulation No Failure As Stated
Project No. T106-01 Page 4 of 4
GORELL "G5155" DOUBLE HUNG WINDOW
Test Results (cont.)
Para!,Yraph Test Title / Test Results Allowable
Referenced Test Method
2.2.1.6.1 Operating Force Test
top sash 10 lb up, 11 lb dn 30 lb
bottom sash I I lb up, 12 lb dn 30 lb
Speciflc Window Performance Results
t
2.2.1-6.2 Deglazing Test
(ASTM E987-88, Method B)
Top sash
left stile @ 50 lbf 12 % <100%
right sti.le @ 50 lbf 12 % <100%
top rafl @ 70 lbf 12 % <100%
bottom rai.1 @ 70 lbf 12% <100%
Bottom sash
left stUe @ 50 IV 12 % <100%
right stfle @ 50 IV 12 % <100%
top rai.1 @ 70 lbf 12 % <100%
bottom rai.1 @ 70 lbf 12 % <100%
Optional Performance Results
4.3 Water Resistance Test
(ASTM E547-96)
@ 7.50 psf(with& without No penetration No penetration
screen)
4.4.2 Uniform Load Structural Test
(ASTM E-330-97) (0.4%xL)
@ 75 psf positive 0.040" * 0.1181,
@ 75 psf negative 0.052" * 0.1181,
Maximum Deflections.
_MW4
V
ff;7"'
i lj
'i e.
COM , A. 0
A N,0 N:'10
MAY I
Bult 9 Zoning hiq
uiv.
NEERIN(3 AND
E�
conse-
Li
. .4'o z"?
AN H R
C 0
CONCRETE OR
MASONRY
�1.OPENING. CAULK SECURE".1i, SHIM AS REOUIR AT H INS TION ANCHOR AS SHOWN
._ : , WITH LOAD
SUCK TO MASONRY BEARING $HIM. AS DESIGNED BY 0
ERS.
OPENI 2. ANCHOR MUST BE
?—i NG. AS DE SUFFICI T GTH TO PROYIDE 1 1/4- EMBEDMENT
SIGNED BY OTHERS. INTO BUCK, BY OTHERS.
3.) CAULK BETWEEN,WINDOW FLANCES ok SUCK MO CAULK
OF WINDOW FULL PERIMETER
SHALL'NOT EXCEED 12- OC.
4.) ANCHOR i5�ACINC'
WILL VARY WITH WINDOW SIZE k DESIGN LOAD. MD
CLASS THICKNESS
MUST COMPLY WITH ASTM—EI301),
PEP
JUETER MLX, 4.) SEE APPLICQLE CWT FOR DESIGN LOAD DETAILS. CONCRETE OR
gy'OTHERS. ALSO, MASONRY OPENING,
32- max
BETWEEN FLANGE ANCHOR
& BUCK
INSIDE DIMENSION
I' SHIM
WOOD BUICK ANCHORAGE. BY OTHERS
WOOD BUCK k ANCHORAGE.
BY ?;HERS
�NCHORS IN PAIRS
lz* D.C.
JAMB
M SHEAR PADS 0 w
SILL ANCHORS ARE 3 SECURELY ANCHOR WINDOW UNIT TO 2 X
NOT PFRMISSABLE THRU BUCX. MCHOR EMBEDMENT.MUST BE
WINDOW FRA.UES.
CAULK BETWEEN FLANGE BUCK
-L: PERIMETER CAULK
EXTERIOR DIMENSION
ANCHORS
TO WITHIN < G* EXTERIOR
OF FRAME CORNERS A A A CAULK BETWEEN
SUCK OPENINC
SILL
A— —A (DENOTES TO ANCHOR)
PERLUETER CAuLy.
By OTHERS. STOOL, BY OTHERS A— —A
4 A —A
4 MAX. STRUCTURAL TEST PRESSURE 82.5 PSF.
< A A DRELL ENTER——
3CALL rLtL or.&Qw
DATt 3/27/02
A A
T SILL
BY OTHERS. CAULX BETWEEN FLMCE & PRE—CAST LL.
S EXTERIOR ELEVATION Tn"MODEL 5155 INSTALLATION
FASTENER DETAIL 5155 Fo
14
al tl%
F,
RE
®R
2M SaMdn Stagon Rd.
0 E
S...A
N W4
4, B�C,
IWEEN F
TmUd#PA I=
(412)VMS
4A
ZZ
DIV%
_C%b
CK)
v4
Flonic' JUB 'Iding Code Online Page I of 3
CFI-QF-ItUP, OEPARTMENT OF
ommunity Affairs�
BCIS Home I Log In I Hot Topics I Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search
'0-� Product Approval
(0) USER: Public User
COMMUnity
Affa it,s Product Approval Menu > Product or Application Search > Application List> Application Detail
FL # FL747-RI
21MOMM Application Type Revision
Code Version 2004
Application Status Approved
........—its
Archived
roduct Manufacturer Gorell Enterprises Inc.
Address/Phone/Email 1380 Wayne Ave.
Indiana, PA 15701
(724) 465-1839
rgibson@gorell.com
Authorized Signature Richard Gibson
rgibson@gorell.com
Technical Representative
Address/Phone/Email
LIM Quality Assurance Representative
Address/Phone/Email
Category
Windows
Subcategory Double Hung
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Referenced Standard and Year (of Standard) Standard
ANSI/AAMA/WDMA 101/I.S.2-97
Equivalence of Product Standards
Certified By
Sections from the Code 1703.5*1714.5.2.1*17
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt8Bwwt9vllPmcluMpER40pkS... 4/27/2006
Florida Building Code Online Page 2 of 3
Product Approval Method Method 1 Option A
Date Submitted 10/14/2005
Date Validated 11/16/2005
Date Pending FBC Approval 11/28/2005
Date Approved 12/06/2005
ummary of Products
------- - --------------
JFL # IlModel, Number or Name IFDe—scription
1747.1 JIG5115 IlDouble hung replacement
Limits of Use (See Other) Certification Agency Certificate
Approved for use in HVHZ: Installation Instructions
Approved for use outside HVHZ: PTID-747—Rl—I—G5155 50 CAR.pdf
Impact Resistant: PTID 747 R1 I G5155 CAR.pdf
Design Pressure: PTID-747—Rl—I—G5305 30 CAR.pdf
Other: G5115 R40@44x6O R50@32x54w/Mod sill PTID-747—Rl—I—G5305 55 CAR.pdf
PTID 747 R1 I GSVDH-1 50 CAR.pd
PTID-747—Rl—I—GSVDH-1 CAR.pdf
PTID-747—Rl—I—GSVDH-2 CAR.pdf
PTID-747—Rl—I—P5100 fastener det.p
TID-747—RlIP5305 fastener det.p
Verified By:
P
1747.2 JIG5155 16��replacement
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 Pr ssure:
Other: G5155 R40@44x6O R50@32x54w/Mod sill
1747.3 JIG5195 ��JlDouble hung replacement
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: G5195 R40@44x6O R50@32x54w/Mod sill
-------]IDouble hung replacement
1747.4 ]IG5265
Limits of Use (See Other) Certification Agency Certificate
I Approved for use in HVHZ: Installation Instructions
Approved for use outside HVHZ: Verified By:
Impact Resistant:
Design Pr ssure:
Other: G5265 R40@44x6O R50@32x54w/Mod sill
1747.5 IFG5275 IDouble hung replacement
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: G5275 R40@44x6O R50@32x54w/Mod sill
—747 -- e hung replacement
.6 IG5305 Doubl
Limits of Use (See Other) J�ertification Agency Certificate
http://www.floridabuilding.org/pr/pr—app_dtl.aspx?param=wGEVXQwtDqt8Bwwt9vIlPmcluMpER40pkS... 4/27/2006
Florida Building Code Online Page 3 of 3
Approved for use in HVHZ:
Installation Instructions
Approved for use outside HVHZ: Verified By:
Impact Resistant:
Design Pressure:
Other: G5305 R55@44 x60 R30@54x77 ASTM1887 impact
level C 44 x 60
1747.7 FGSVDH Ivinyl Double hung new construction
Limits of Use (See Other) Certification Agency Certificate
I Approved for use in HVHZ: Installation Instructions
Approved for use outside HVHZ: Verified By:
Impact Resistant:
Design Pressure:
Other GSVDH R20@44x6O R50@32x54Mod Sill
1 1747.8 JIGSVDH-2 ���Vinyl Twin Double hung new construct
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 Pr ssure:
Other: GSVDH-2 R20@44x6O
---------------------------------------------------------—------------------------
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DCA Administration
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:
MJWHE
AM%GYEd-j
IQ-I—Si6Q
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqt8Bwwt9vl]PmcIuMpER40pkS... 4/27/2006
Farabaugh Engineering and Testing, Inc.
PER-FOFJv[ANCE TEST REPORT
GORELL MODEL G5155
TILT DOUBLE HUNG WINDOW
H-R50
(DOWNSIZE)
(2'-8" X 4'-6")
FOR
GORELL ENTERPRISES, INC
1380 WAYNE AVE BUILDING PLANS EXAMINER
INDIANA, PA 15701 REVIEWED FOR
CODE COMPLIANCT--
Project No. T 106-01 KEEP THIS PLAN ON JOB
1/22/01 MAY 13 2003
Building&Zoning Inspectio
a x.,
Fxa—,ine—, SL1gn'at—u,e
License No
I)ANIEL G.FARABAUGH,P.E-
255 Saunders Stdon Rd.
Trafford,PA 15o85
(412)373-9238
Keystone Commons - 515 Braddock Avenue - Turtle Creek, PA 1514S CUD
(412) 824-3316 - FAX (412) 824-3367
Project No. T 10 6-01
Report Date: January 22, 2001 Pa(ze I of 4
PERFORIMANCE TEST REPORT
Manufacturer: GORELL ENTERMSES, INC
1380 WAYNE AVE
INDIANA, PA 15701
Product Identification
Product Type: Double Huna- Window
Series/N/lodel G5155
Specification: AAMA/NWWDA 101/l.S.2-97
Desiiznation: H-R5 0 DOWNSIZE (32" X 54") A-AIMA/NWWDA IOULS.2-97
GRADE50
Test Reference: See Test Report No. ETC-98-155-6330-0 (dated: 1/13/99) by ETC
Laboratories for fuU size test report.
Product Description: Attached
Test Results: Attached
Test Equipment: FET
Testing Date: 11/27/00
Detailed assembly drawings showing waU th�ickness of aU members, comer construction and
hardware appEcation are on file and have been compared to the sample submitted. A copy of
tl-�s report and test sample wi1l be retained at FET for a period of 4 years. The results
obtained apply only to the specimen tested. No conclusions of any kind-regarding the
adequacy or inadequacy of the glass in the test specimen may be drawn form this test.
The above results were secured by using the designated test methods and they indicate
compliance with the performance requirements of the referenced specification. This reporl
does not constitute certification of this product, wl-&h may only be gramed by the
certi-fication program admiriistrator.
Prepared,�y: Ap il
Paul G. Farab,1�6gh Patrick tl�raba 5�E
Project No, TI 06-01
Page 2 of 4
Product Discription
Geneml:
Test sample was comprised of Gorell Model "G5155" Tilt Double Hung Vinyl Prime, one-
over-one (tilt loading type) double hung window, with an overall master frame size
measuring 32" wide X 54" high X 3-1/2" wide. The bottom sash measured 29-7/16" wide X
26-11/16" hiah overall. The top sash measured 28-11/16" wide X 25-7/8" high overall. The
frame comers were of welded rnitered with one screw in bottom comers construction. The
sash comers were of welded rnitered type comer construction. Bottom sash had an exterior
screen (28-3/4" w x 26-13/16" h). A sill riser was pressure fitted and silicone was added for
the attachment to the sill. A '/4" spacer block was at the comers of the sill located near the
comers of the bottom sash.
Weather-stripping:
Smigle strips of c
C, enter fin pile seal (0.187" w x 0.23" h) at side face and exterior face of both
sashes stile's. Single strips of center fin pile seal (0.187" w x 0.23" h) at head enclosure and
at exterior face of the top rails of both sashes. Single strip of bulb seal (0.187" w x 0.30"
dia) at bottom of the bottom rail of the bottom sash. Single strip of foam filled vinyl
interlocking weatherstrip on keeper rail of the top sash. Single strip of pi�le seal (0.187"w x
0.35"h) at interior face of the top rail of the screen.
Operators and Other Hardware:
Each sash had two sets of constant force balance shoes, one per jamb. One carn-type sweep
lock was attached'to the center of the bottom sash meeting rail with keeper on top sash
meeting rail. One plastic tflt latch with thumb actuator was housed at each end of the top rail
and Linterior meeting rail of the bottom sash. One die-cast pivot bar was fastened with (1)
screw at each end of the bottom horizontal rails of the top and bottom sash.
Glazing System:
Each sa:sh was exterior drop glazed with 0.85" thick insulated glass using double-sided foam
glazing tape. The sash utilized two (0.09") thick clear annealed glass lites with a 0.67"
continuous metal spacer. An exterior snap-in single leaf dual durometer-rigid vinyl-glazing
bead secured the glass.
Weep Holes:
Two (3/8" x 3/32") weep slots were located on the bottom side of the bottom sash horizontal
rail, one 1-1/4" from each end. Two (3/8" x 3/32") weep slots were located on the glazing
track of the bottom sash bottom rail, one 1-1/4" from each end. Two (1/4" x 3/32") weep
slots were located on the bottom side of the top sash horizontal rail, one 2-1/4" from each
end. Four (1/4" x 3/32") weep slots were located on the glazing track of the top sash bottom
rail. two at 1-1/2" and two at 1-3/4" from each end. The frame sill was a sloped sill. Three
(1/4" dia) weep holes were located on the bottom rail of the screen, one 2-1/2" from each
end and one in the center.
Project No. T 106-01 Page 3 of 4
Sealant:
Silicone sealant was used at exterior perimeter of frame to buck intersection
Anchorage:
no r
A 1/2" wide x 1/2" deep wood ftu-ring strip were located around the perimeter of the e,,Cte 7
and interior side of the frame. The (finishing) nail pattern for the interior ftuTing strip was 6"
on center (nominal) and for the exterior ftuTffig strip the nail pattem was 12" on the jambs
side and 6" on the header and sill.
GORELL "G5155" DOUBLE HUNG WINDOW
Test Results
- V(A
Paragraph Test Title Test Resyl 11tv -,abl
,, 0 a
Referenced Test Method conE
Gateway Performance Requirements KEEp Tlll� PLANI ON JOB
MAY I NO
2.1.2 Air Infiltration Test Buildin FL,
(ASTM E-283-91)
@ 1.57 psf 0.1 c s
E
The test specimen meets the perfbrmanc��il, —-------
AAjWNWWDA 1011I.S.2-97for Air Infiltration.
2.1.3 Water Resistance Test
(�STM E547-96)
@ 2.86 psf(with & without No penetration No penetration
screen)
2.1.4.2 Uniform Load Structural Test
(see optional performance results)
2.1.7 Welded Corner Test Meets As Stated
2.1.8 Forced Entry Resistance
(ASTMI F588-97) Performance
Level 10 Type A (Section 10)
Sec. 10.1 Lock Manipulation Test No Failure As Stated
Sec. 10.2.1.1 Test Al No Failure As Stated
Sec. 10.2.1.2 Test A2 No Failure As Stated
Sec. 10.2.1.3 Test A3 No Failure As Stated
See. 10.2.1.4 Test A4 No Failure As Stated
Sec. 10.2.1.5 Test A5 No Failure As Stated
Sec. 10.2.1.6 Test A6 No Failure As Stated
Sec. 10.2.1.7 Test A7 No Failure As Stated
Sec. 10.2.1.8 Lock Manipulation No Failure As Stated
Project No. T106-01 Page 4 of 4
GORELL "G5155" DOUBLE HUNG WINDOW
Test Results (cont.)
Paragraph Test Title Test Results Allowable
Referenced Test Method
2.2.1.6.1 Operating Force Test
top sash 10 lb up, I I lb dn 30 lb
bottom sash 11 lb up, 12 lb dn 30 lb
Specific Window Performance Results
i
2.2.1.6.2 Deglazing Test
(ASTM E987-88, Method B)
Top sash
left stfle @ 50 lbf 12 % <100%
right stfle @ 50 lbf 12 % <100%
top rafl @ 70 lbf 12 % <100%
bottom rai.1 @ 70 lbf 12% <100%
Bottom sash
left stEe @ 50 lbf 12 % <100%
right stfle @ 50 lbf 12 % <100%
top rail @ 70 lbf 12 % <100%
bottom rai.1 @ 70 lbf 12 % <100%
Optional Performance Results
4.3 Water Resistance Test
(ASTM E547-96)
@ 7.50 psf(with& without No penetration No penetration
screen)
4.4.2 Uniform Load Structural Test
(ASTM E-330-97) (0.4%xL)
@ 75 psf positive 0.040" * 0.1181,
@ 75 psf negative 0.052" * 0.1181,
Maximum Deflections.
R.
I ROOM
`V
N.
oil
-9� t-X-A�,41
V-11MM13FOR '
d �Ll hT
oml 'I�
MAY 1 3
ui�diilg Zon.ing jjj�p�gojj �jjq,j,
B
RING AND
IN
NG,
ANCHOR
CONCRETE OR
CAULK d
SECURE SHIM AS REOLAill INSTALLATION ANCHOR AS SHOWN. WITH LOAD
SUCK TO BEARING $14IM. D SIGNED By OTHERS.
�:SODENfy 2,) ANCHOR MUST E SUFFICIENT GTH TO PROVIDE 1 1/4- EMBEDMENT
SIGNED BY OTHERS INTO BVCK, 13Y OTHERS.
kN 1.
J-) CAULK BETWEEN WINDOW FLANGES Ag BUCK AND CAUL� FULL PERIMETER
OF WINDOW.
4.) ANCHOR SPACING SHALL NOT EXCEED 12- OC.
54 CLASS THICKNESS WILL VARY WITH WINDOW SIZE 41 DESIGN LOAD. AND
MUST COMPLY WITH ASTM-EIJO0.
P " -7 SEE APPL,J,,CABLE CHART FOR DESIGN LOAD DETAILS. CONCRETE OR
By Om,=: ":.:
BETWEEN FLA14CE 2 max MASONRY OPEN NG.
a SUCK. -::;�LNSIDE DIMENSION
I* SHIM
WOOD BUCK ANCHORAGE BY OTHERS
HEAD 'WOOD BUCK ANCHORAGE.
BY �HM
r
ANCHORS IN PAJRS
< 12, D.C.
JAL49
USE SHEAR PADS 0
SECVR Ly ANCHOR WINDOW UNIT TO 2 X
SILL ANCHORS ARE E
NOT PERMISSAS UCK. ANCHOR EMBEDMENT MUST BE 4?
LE THRU
1/4% . . .
WINDOW FRAMES.
CAULK BETWEEN FLMCE & K
PERIMETE
LK
ANCHORS —EXTERIOR DIMENSION
TO WITHIN < 5. EXTERIOR
OF FRAME CORNERS A
k.,I,., ; CAULK
BETWEEN
BUCK CPENINC
S
A—
—A (DENOTES TO ANCHOR)
PERIMETER CAuLx.
By OTHERS. STOOL By j
OTHERS A- —A
4 A—
MAX. STRUCTURAL TEST PRESSURE 82.5 PSF.
A— A bORELL
EN TERPR I SES,IN=-,=
p OEM*"
-A A
PRE-CAST SILL k www v%N
BY OTHERS.
CAULK BETWEEN FLANGE & PRE-CAST SILL,
EXTERIOR ELEVATION 35 INSTALLATION Vic
FASTENER DETAIL 5155 IFD
41,
7ii
A
%\
;L
DANIEL FFARAMU' G'��H,PE",
G.
GNEERING
N
77
Saw&M Stallon Rd.
Trafford,PA ISM
(412)3T3-9Z8
t
CITY OF ATLANTIC BEACH, FLORIDA
Approved by PPLICATION FOR ELECTRICAL PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: 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,
WWCH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATL'ATIC BEACH ORDINANCES.
LEc'rRICAL FIRM: MASTER EIXCTRICIAN SIGNATURE
f -- JOURNEYMAN
NAME 0 st"(Va
ADDRESS:--Z'0 6��k 4'RFD-BOX-
BLDG.SIZE-- -�6C) BETWEEN:
RES. (t-'� APT. ( I comm. ( PUBLIC INDUS. NEW ( OLD (4-Y' REW.
ADDITION TRAILER TEMP. ( SIGNS SQ. FT.
SERVICE: NEW ( INCREASE ( REPAIR FEE
CONDUCTOR SIZE . AMPS COPPER ALUM. f )
SWITCH OR BREAKER AMPS PH W VOLT RACEWAY
EXIST.SERV.SIZE AMPS PH W VO LT RACEWAY
FEEDERS NO. SIZE -_..I NO. SIZE No. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED OPEN TOTAL
0-30 AMPS 31-100 AMPS.
SWITCHES
INCANDESCENT
FLUORESCENT&M.V.
FIXED MPS. OVER
APPLIANCES BELL TRANSF.
AIR H.P. RATING H.P. RATING
CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT
H P' RATING
0 HER MOTORS #AMPS CEII
0-1 OVER
MOTORS H,P I VOLTAGE PHS NO. I H.P. VOLTAGE PHS
MISCELLANEOUS
TRANSFORMERS: UNDER 600 V. OVER 600 V.
NO. I KVA NO. IKVA
NO. NEON TRANSF. NO.7 VA. MA, MOTOR SIZE I SWITCH I FLASHER
EACH SIGN
FORWARDED
TOTAL FEES
10 8 9 7
DEPARTMENT OF BUILDING
CITY OF ATLANTIC BEACH
----- PERMIT INFORMATION --- - -- --- --- LOCATION INFORMATION ------
Permit Number: 10897 Address : 1840 SELVA GRANDE DRIVE
Permit Tvve: ELECTRICAL
ATLANTIC BEACH . FLORIDA 3223'
class of Work: ADDITION ------- LEGAL DESCRIPTION
Constr . Type: WOOD FRAME Lot : Block : Section:
Proposed Use: SINGLE FAMILY Township ! RNG: 0
Dwellings : 1 Code: 0 Subdivision : SELVA TIERRA
Estimated Value: SO . 00
Improv . Cost ' SO . 00
Total , ees � $25 . 00
$25 . 00
1.0!11/95
il-L OUTLETS RECEPTACLES AND SWITCHES
---------- OWNER INFORMATION ------- -- ---- APPLICATION FEES
PRCDPERTY OWNER/PETE DOWL' T" PERMIT 825 .00
Add' 1P_ 4A SELVA GRANDE DRIVE WATER IMPACT FEE $0 . 00
ACT!- FEE
ATL' N�-� '�EACH . FLORIDA 2 Ar
P",
�1' 130U 4" " , kifti_*ItAP�' "',
W, 495 WATR
RADON GAS-H.R. S . :90 . (I r,
----- - CONTRACTOR - INFORMATION ------- RADON CAB 5% $0 . 00
Name --PROSSTELE'�_7TRIC CP!ITANY CAPITAL IMPROVE . $0 .00
BEACH . FL 32233 CROSS CONNECTION $0 .00
L i c e,
__-40 . 0 0
OOC 7 Type: 4 SEC H IMPACT FEE
,IV
CONST. SURCHARGE sj�go
_--_SCHARGK/,AT
NOTES:
NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING
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 BY EITHER CONTRACTOR OR OWNER
"FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN
THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS99
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR
VIOLATION OF APPLICABLE PROVISIONS OF LAW.
$25.0014
Date: 10/11/95 01 Rept: 0002993
ATLANTIC BEACH BUILDING DEPARTMENT DED(S 644
00100003221000
By:
CITY OF
4&a&C 13ea4r,4-q&uda
Office of Building Official V
REQUEST FOR INSPECTION
Date--- Permit No.
Time A.M.
Received PM,
Locality
Job Address r
Owner's Contractor
Name 7--
BUILDING ONCRETI:E::� ELECTRICAL PLUMBING MECHANICAL -q
Framing 0 Fooling El Rough Wiring F; Rough Air Cond.&
Re Roofing 0 Terrip Pole Top Out El Heating
Final r. Sewer Fj Fire Place
Insulation C. Gnt6;- Pre Fab
READY FOR INSPECTION
A.M.
Tues. Wed. Thurs. Friday
A.M.
Inspection Made ..—PM.Final Inspection E.
Inspector— Certificate of Occupancy
Date
CITY OF
Office of Building Official
REOILIEST FOR INSPECTION
Date Permit No7 0 13E -5
Time /.;2 A.M.
Received
(:7�\ P.M.
J ZZ&r-ZZ_
Job Addres Loc
Owner's
Name Contractor
BUILDING ELECTRICAL PLUMBING MECHA�AL
Framing Footing Rough Wiring Rough Air Cond. &
Re Roofing E Slab Temp Pole E' Top Out F- Heating
Insulation E Lintel E Final T-
Sewer Fire Place
Pre Fab
Mon. READY FOR INSPECTION
Tues. Wed. Thurs. Frid RM
C3) r'
Inspection Made 4/;n //—
Inspector --PM.Final Inspection ��
F Certificate of Occupancy i
T Date
CITY OF N 0- 168 15
ATLANTIC BEACH
FLORIDA
NAME--(
ADDRESS
CITY
A-
000000000 WOMM L $15.00 74
n-i.-. qipq/95 008&U
When Signed, Dated and Numbered, This Becomes an OfKW Rece* t 1919
MAKE CHECKS PAYABLE TO Received PayJAP"W912ul
CITY OF ATLANTIC BEACH, FLORIDA TREASURER
PSR-3844
-L 7
DEPARTMENT OF BUILDING
CITY OF ATLANTIC BEACH
PERMIT INFORMATION - - - LOCATION INFORMATION ----
Permit Number: 10871 7-.ddress : 1840 SELVA f3RANDE DRIVE
Permit Type : BUILDING ATLANTIC BEACH . FLORIDA 32.
Class of Work: ADDITION ------- LEGAL DESCRIPTION ------
Constr . Type: WOOD FRAME L(Dt ' 7 Block �- Section,
Pr-oposed Use: SCREEN ENCLOSURF Township : RNG, 0
Dwellings : I Code: 0 SELVA TIERRA
Estimated Value: $12000 .0��
Improv . Cost : 810 �00
Total Fpes * $105 .00
$105 . 00
Amoux,(
T- �4
H n'r,D IT AN S
T111FORMATION APPLICATION FEES ----
.-LA HHN PERMIT S105 . 00
"A GRANDE DRI-. '
WATE IMPACT FEE $0 .0c,
OF T T'A
201 A CH , FL 2 BE It F&E
3 T
2 1 33 WA AP
t Sw
9 M-1-0- RADON GAS-H .R .S. $0 . 00
w
3
ON ------- RADON CAB 5% $0 .00
T T -INFORMATT
%
N a m e E T W CT'N"3 CAPITAL IMPROVE. $0 .00
AT Liz BEA�,-H .. FL 32233 CROSS CONNECTION $0 .00
Type : I SEC H IMPACT FEE .00
CONST . SURCHARGE S 00
S1cHA1RQzj- ,1PvT-1--
NOTES:
NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING
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 BY EITHER CONTRACTOR OR OWNER
"FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN
THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS51
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR
VIOLATION OF APPLICABLE PROVISIONS OF LAW. 000000000 0400w0c) SJQ5 00 14
Date: 10/04/95 01 Rept: 0001014
ATLANTLBEACH BUILDING DEPARTMEN CHECKS 1924
00100003221000
By: — ( / 1�� I
----------------
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address
Date
Heated Square Footage @ $ per sq ft = $
Garage/Shed @ $_per sq ft = $
Carport/Porch @ $_per sq f t = $
Deck @ $_per sq ft = $
Patio $—Per sq ft = $
TOTAL VALUATION : s
Total Valuation 1st $ 1660
/J.oe 0 575-1 C�j – $
Remaining Value $57. per thousand
or portion thereof
TOTAL BUILDING FEE $ -2 0
+ 1/ 14 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 . 0050
OTHER $
GRAND TOTAL DUE $
ADDITIONAL PERMITS OR FEES: Mechanical_; Plumbing_
Electric/New Electric/Temp_; SwimmingPool
Septic Tank Well Sign Finish Floor Elevation
Survey other
CALCULATIONS and/or NOTES:
CITY OF ATLANTIC BEACH
PERHIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS
DEHOLITIONS
owner(s) : Kel and Leila Huehn
Address : 1840 Selva Grande Phone: 246-7752
Lot # 7 Block or Unit # --- Subdivision: Selva Tierra
Contractor : Heywood A. Dowling
State License # CBC 006834
Address: 113 4th St . , Atlantic Beach Phone No: 246-1833
Describe work to be done: Screened Porch Addition, approx.
121 x 241 conventionally framed on slab on grade
Present use of building: SFD
Valuation of Proposed Construction: $12 , 000
Propo4ed use: Screened Porch
Is this an addition? yes If yes, what are the dimensions of
the added space: 12 ft. X 24 -ft. Will the added area
be heated and cooled? no New electrical (or increase)? yes
New plumbing fixtures? no New fireplace?:no New H*at/AC? no
SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY,
ENERGY CODE FORMS, NOTICE OF COMMENCEHENT, AND OWNER/CONTRACTOR
AFFIDAVIT, IF OWNER IS CONTRACTOR.
Signature OWNER:_ // X�.-� //,// Date:
Signature CONTRAC 7 Date: lz-fy,1'771��-
"k'/
He �od A. 9
License Supplied: 6 tt, Alf
Liability Insurance:
1995
Iss"
Worker's Compensation Insurance:
Building and Zoning
FLA. 1961 LAWS
FS 713.13 NAMO ro*al dop
41,
orfirr of (9vtnnwnrt*nwnt
ond"*6 in Durucalrab
The undersigned hereby informs all concerned that improvements will be MOCIO to certain real
property, and in accordance with section 713.13 of the Florida Statutes, the following information
is stated in this NOTICE OF COMMENCEMENT.
LOT 7, SELVA TIERRA, AS RECORDED IN PLAT BOOK 38 ,
Desaiplion of property...........................................................................................................................
PAGES 28 & 28AI OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,
................................................................ ........ ............................
FLORIDA /aka/ 1840 Selva Grande , Atlantic Beach, Florida
.......................................................................................................................................................................
................................................................................I........
General description of inWavemanjs. Screened Porch Addition
... ......................................................
.........................................................................................................................................................
..........-.................................................................................................................................. ....................................... ......................
0,Wnff.........K.e.1.....a.n.d.,...L.e..i..l.a..,..H.u.eh.n...........................................................................................................................................
....... ........ ..............
1840 Selva Grande , Atlantic Beach, Florida 32233
Address.....................................................................................................................
O,wner's interest in site of the kWov*RNW..........Fee Simple
......................... ............................ ...........
I" Simple Title holdw (if Other than ownw) NA
NA
Name
NA
Addr*........ ................................................................................................................................................
Heywood A. Dowli
.................. ..................................................... ......................
Contrador...................................... ng
Address..................1..13....4 t.h.....S.treet , Atlantic Beach, Florida
. .................................................................................................
Swety (if any)....ET22...................................................................................................................
NA
Nairne Of Person witilin #6 Sloe of FWi& desowed by owner W" wh" R m as p or Qdw dOomm" my
6* served;
NA
Name............... ...........................................................................................................
JAWI&OS&.................................................................................................................................................................
In addition to himself, owner designates the following person to receive a copy of the Lienoes Notice
as provided in Section 713.13 (1) (F), Florida. Statutes. (Fill In at Owner's option).
Name..............................................................................................................
Address.................................
............................................................................. ......
This SPAGS FOR RACOVID8ft-6 USK GNLV
................
yw A. ontractor
w ng
Svrorn to and
............................ ......... ............
4Y
MAUFJ4
Notary Pubi
My Comm. Exp. Mar. 31, 1918
Comm. No. CC 359683
"W
MAP SHOWING SURVEY OF
,,/LOT 7, SELVA TIERRA, AS RECORDED IN PLAT BOOK 38, PAGES 8 ARD
RECORDS OF DUVAL COUNTY, FLORIDA -------- ---28L-_0F,,4Tl-lE CURRENT PUBLIC
SEL V,4 X 11A117- /f/0. 1.2- 57, A:� P '8
1-07- 2 zar 1995
Building n�
-f /00.C>0' Zoning
W000 7
AP,PROVED
DO, CITY OF ATL4NTIC BEACH
SUILOING OFFICE
OCT
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(8
9.-q 7)
L07- 6
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d ' 100-07-
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7
46,,4.
New Construction&Remodeling
4 L4,Mo
V "v 7."- Heywood A. Dowling
7 .4r 4.
41,Q-
State Certified Contractor
CBC W6834
113 4th Street
Phone/Fax
t Atlantic Beach, FL 32233 (904) 246-1833
He A. DUPOEN t
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& ASSOCIATES ,.C.
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AND
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Pool off�-'*Box 608 70
MV Bculevard
k "v'11*Beach,FlorWa 32280 SCALS:
THIS SURVIty NOT VALID UNLROS THIS PRINT 18 RM"OSORD WITH THR 99tAL' OP THR ASOV9( slammo.
1,2 7 311 - 131117
All,
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..............................
lit
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Tertifiratr it orrupaurg
CITY OF
thern Standard
This Certificate issued pursuant to the requirements of Section log of t.he Sou
Building Code certifying that at the time of issuance this structure was in co,-nPliance with the
various ordinances regulating building constructton or use. For the followill" 3
JN,r Bids.Permit No.
Use Classification D�istnct 7�4-11
.. __fr-ane-Fi- ,3treet
Group—�Type COnstruct'on 11112 Third
Address—
owner of Building±2�� -1 r.ranuto.,jtY
Selv, _t
Building Address-
-,-i -,�j 0 w Date:
J, —Q�- W�t�,Va
13 Wing Offic-�l
MW%CWW9 PLACK
FMAP SHOWING SURVEY OF
LOT 7) SELVA TIERRA, AS RECORDED IN PLAT BOOK 38, PAGES 28 AND 28A, OF THE CURRENT PUBLIC
RECORDS OF DUVAL COUNTY, FLORIDA.
REkW,4A11
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100-07-
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SEEL 114 GRAX,�0,67
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VO A6014051*4 RE:5"rRIC-710AI ge 'C'�'dr
I hereby certity that this survey meets the
minimum technical standards as set forth by
the Florida Board of Land Surveyors, pursuant
to Se on 472.07 Florida Statute&
He A DUPEN
A
4H& WOCIATESINC.
guitravow no.73-112 wo-A
LAND
S nv it—Ad�(
URVEYORS SIGNED
Iq
poet office Box 50670
M n
Beach Bouievard SCALE:
Jacksonville Beach,Florkla 32250 ED WITH THE SEAL OF TIM APOVE SIGNED-
THIS SURVEY NOT VALID UNLESS THIS PRINT 19 KM8086
7 311 3