Permits 2340 W Ocean Forest Dr (vault) v.�,rrttf tratr of (Orrupattry
CITY OF
ofthilk-I &4A-
Oppartnipitt of Nuithing Atopprtion
This Certificate isstied pursuant to the requirements of Section 109 of the Southern Standard
Building Code certifying that at the time of issuance this structure was in compliance with the
various ordinances regulating building construction or use. For the followin.".
Use Classification New Residential —Bldg.PefmitNo.- 9458
Group--Type Construction Frame Fire District. Atlantic Beach
Owner of Building Key Homes Of Fla. Address 440 B Thi-rd-St.N.B. -32233
Building Address-2340 Oceanforest Ely IV Oceanwalk
Rene' AngeTs By:
Building Official Date:
KOT IN A CONGPICUOUS F"CE
r-Maung
---LTnTer - 0 Final STe—r Fire Place El
READY FOR INSPECTION Pre Fab
Mon. Tues. Wed. Thurs. Friday
Inspection Made A.
Inspector- _RM. L D
Final Inspection
C Certificate of ccuparl y Ej
ertificate of
Date
CITY OF
4&4#tl&.c Bw6c,4-Am".
Office of Building Official
REQUEST FOR INSPECTION
Date—§—)q- �3 Permit No.
Time A.M.
Received P.M.
�20 0 e 6,7,fA�
Job Address Locality
Owner's
Na Contractor
CONCRETE ELEC
BUILDING� LECTRICAL PLUMBING MECHANICAL
�,ammg Footing El Rough Wiring Fj Rough n Air Cond. & El
Re Roofing El Slab El Temp Pole F1 Top Out 71 Heating
Insulation El Lintel D Final D Sewer El Fire Place
Pre Fab
READY FOR INSPECTION
A.M.
Tues. Wed. Thurs. Friday PM.
Inspection Made
Inspector Final Inspection D
Certificate of Occupancy F',
Date
CITY OF
Yq&4n& 12eal:A-A;&
Office of Building Official
REQUEST FOR INSPECTION
Date -973 Permit No. "7/-/-7
Time
Received -7 PM.
,:P,3 �ko CLAP--a/n ,,
Job Address cality
Owner'
Name 67a� Contractor
CONCRETE /,E PWMB(NG MECHANICAL
Framing Footing 1:1 Rough E Air Cond. & El
Re Roofing El Slab El Temp Pole 7---Top Out El Heating
Insulation El Lintel El Final F] Sewer 1� Fire Place El
Pre Fab
READY FOR INSPECTION
A.M.
Mon. Tues. Thurs. Friday_PM.
Inspection Made li�
Inspector- Final Inspection E-1
Certificate of Occupancy
LTC 0,j-% Date
CITY OF
4&4aAc BeaeA-
Office of Building Official
REQUEST FOR INSPECTION
Date 93 Permit No.
Time A.M.
Received RM.
Job Address Locoly
wner's
ractor
B&Qilil�,�- CONCRETE E�TRICAL PWMBING MECHANICAL
Framing El Footing El Rough Wiring El Rough 0 Air Cond. &
Re Roofing El Slab El Temp Pole 0 Top Out El Heating
Insulation Lintel D, Final D Sewer E� Fire Place
READY FOR INSPECTION Pre Fab
Mon. Tues. Wed. Friday
A.M.
Inspection Made P M.Final Inspection El
Inspector-
Certificate of Occupancy 0,
Date
CITY OF
A*Wr&
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Time A.M.
Received P.M. Disict No
Job Address V Locality
Owner's
Name 0,10&—&,)
BUILDING CONCRETE �LECTRI L PLUMBING MECHANICAL
Framing El Footing 11 ring 0 Rough 0 Ain Cond.& El
Re Roofing 0 Slab D Temp Pole D Top Out 0 Heating
Lintel D Final Sewer E Fire Place M
READY FOR INSPECTION Pre Fab
A.M.
Mon. Tues. Thurs. Friday P.M.
-doz>
Inspection Made PU
Inspector Final—Iij, eftn�Cj
pact-- 0
ficale�olOccu�panc,
CITY OF
Office of Building Official
REQUEST FOR INSPECTION
Date -7 Permit No.
Time A.M.
Received PM. District N
Job Address Locality
Owner's
Narne Contractor
OECHANICAL
BUILDING CONCRETE ELECTRICAL PLUMBING M
Framing 0 Footing 0 Rough Wiring El Rough 11 Air.Cond.& 0
Re Roofing 11 Slab 0 Temp Pole 0 Top Out 0 Heating
Lintel D Final El Sewer Ej Fire Place ke-11
READY FOR INSPECTION Pre Fab
A.M.
Tues Wed Thurs. Friday-PM.
Inspection Made
Inspector Final Inspection D
Certificate of Occupancy
Date
CITY OF 'I 'o-,1
4&44ft Te4d-94� �3
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No. Cy
Time A.M.
Received District No.
Job Address Locality
Owner's
Name Contractor
BUILDING CONCRETE ELECTRICAL (fLUMBING MECHANICAL
Framing Cl Footing [I Rough Wiring 0 Rough E Air.Cond.& ED
Re Roofing 0 Slab 0 Temp Pole D Top Out 0 Heating
Lintel D Final Sewer C- Fire Place D
READY FOR INSPECTION Pro Fab
Mon. Tues. Wed. Thurs.
A.M.
Inspection Made
Inspector
Certificate of Occupancy
Dale
CITY OF 4:�+L<_ '4-
Office of Building Official 5�
- REQUEST FOR INSPECTION
Date Permit No—
Time A.M.
Received PM. District No.
L
job Address Locality
Owner's
Name Contractor
BUILDING Z CONCRETE ELECTRICAL,,,-' PLUMO�G MECHANICAL
Framing Footing 0 Rough Wiring Rough Air,Cond.&
Re Rooting 0 Slab 0 Temp Pole In, Top Out Heating
Lintel 0 Final El Sewer 0 Fire Place 0
READY FOR INSPECTION Pro Fab
Mon. Tues. W Thurs. Friday P.M.
P_
Inspection Made
Inspector Final Inspection 0
Certificate of Occupancy
Date
CITY OF (Lr5o — Z-
14�
Office of Building Official
REOUEST FOR INSPECTION
Permit No.
Date- , & 0
Time A.M.
Received RM. District No.
Owner's Job Address V Locality
Name Contractor
BUILDING CONCRETE ELECTRICAL LUMBIN MECHANICAL
LUM
Framing 13 Footing 0 Rough Wiring 0 �dugh Air.Cond.& 0
Re Roofing 11 Slab 11 Tamp Pole 0 Top Out 0 Heating
Lintel 0 Final 0 Sewer El Fire Place 0
y FOR INSPECTION Cudw-s"d Pre Fab
A.M.
Mon. Tues, Zd. i Yn Thurs. A.M. Friday-PM.
Inspection Made P.M.
Inspector Final Inspection 0
Certificate of Occupancy
Date
F;14 Lr-0 — �1-- / ep �t-
CITY OFr 0 oOjOLee �007-- S; , q�t
1"toael Ve4d-9&$ed4 g�
Office of Building Official
7 Z�ZEQUEST FOR INSPECTION
Date Permit No.
Time A.M.
Received PIVI District No.
Job Address Locality
Owner's -,
Name, Contractor
BUILDING CONCRETE ELECTRICAL PLUM19NG MECHANICAL
Framing 11 Footing 0 Rough Wiring 0 Rough le� Air.Cond.& 0
Re Roofing 11 Slab 13 Temp Pole 0 Top Out 13 Heating
Lintel 0 Final El Sewer Fire Place 0
READY FOR IN�S�P ( Pre Fab
Mon. Tues, Wed. Thur_5 ) Friday-P.M.
Inspection Made
Inspector Final Inspection 0
Certificate of Occupancy
P Date
CITY OF
A&04-c Te4d-
Office of Building Official
REQUEST FOR INSPECTION
Date ��'Z6 Permit No.
Time, A.M.
Received P M Di
c2 3�UO-
J5 d re s"s Locality
wn:r s Z r
0 's 0
Nam —7 Contracto
BUILDING �CONCR�ETE ELECTRICAL PLUMBING MECHANICAL
Framing 0 Footing E) Rough Wiring 0 Rough a2l� Air.Cond.& 0
Re Roofing 0 Slab E) Temp Pole I?" Top Out 0 Heating
Lintel 0 Final 0 Sewer 0 Fire Place M
READY FOR INSPECTION Pre Fab
Mon. Tues- Wed. "Th u,4' A.M.
Friday—PM.
Inspection Made
Inspector Final Inspection 0
Certificate of Occupancy
Date
CITY OF
.A�- 694d-7444(4
Office of Building Official
REQUEST FOR INSPECTION qqS9
Date 94Y Permit No.
Time A.M.
Received P.M, District No.
C
330 ACA (XA4�
joo Address Locality
Owner's
Name IlLq—kLoot7,� Contractor
/�— �CRETE ELECTRICAL
BUILDIN CONCRETE PLUMBING MECHANICAL
Framing 11 n 0 Rough Wiring 0 Rough El Air.Cond.& 0
Re Roofing El Stab Temp Pole 1:1 Top Out 11 Heating
Lintel El Final 0 Sewer 11 Fire Place D
READY FOR INSPECTION Pre Fab
A.M.
Tues. Wed. Thurs. Friday—P.M.
;?�' M.
Inspection Made� Lt�:::- 6
Inspector —L:=��;inal Inspection[]
Certificate of Occupancy
Date
CITY OF C(,+Pj CF�-t CEO
IOA4ft Ve4d-9411)Ze� �)--0�-PY
Office of Building Official
REOUEST FOR INSPECTION
Date
/For/ Permit No.
Time A.M.
Re P.M. Distr ict
e-
Owner's Job Address ity
Name Contractor
BUILDING CONCRETE ELECTRICAL PLU NG MECHANICAL
Framing 0 Footing El �A
__--Rough Wiring 0 Roug 0 Air.Cond.& 0
Re Roofing 0 Stab Temp Pole D Top Out 0 Heating
Lintel 13 Final 0 Sewer 0 Fire Place 0
READY FOR INSPECTION Pre Fab
A.M.
Mon. Tues. Wed. Friday
A.M.
Inspection Made PM.
Inspector Final Inspection 0
Certificate of Occupancy
Date
POOR
CITY OF
4&4#s& Be"A-&7ku*J4
Office of Building Official
REOUEST FOR INSPECTIO
Date Permit N
Time A,M.
Received P.M.
Job Address Locality
Owner's
Name Contractor
BUILDING CONCRETE ELECTRICAL PLU 911'N G MECHANICAL
Framing E] Footing 11 Rough Wiring a ;)e Air Cond, & 0
Re Rooting F] Slab E-j Temp Pole Ej Out >y Heating
Insulation D Lintel Final Sewer 11 Fire Place F-
Pre Fab
READY FOR INSPECTION
Tues.
Mon. Wed. Thurs. ��Pm.
13 A.M.
Inspection Made k P.M.Final Inspection D
Inspector Certificate of Occupancy Ij
Date
CITY OF
4&4M& Be44CA-99&U*44
Office of Building Official
REQUEST FOR INSPECTION /Kj
Date--&—_/_� Permit No.
Time A.M,
Received P.M.
93 lelzrs
Job Address Locality
Owner's
Name Contractor
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing E Rough Wiring E-i Rough 0 Air Cond.& 0
Re Roofing E Slab El Temp Pole P Top Out 0 Heating
Insulation 0 Lintel El Final 11 Sewer Ej Fire Place El
Pre Fab
READY FOR INSPECTION A.M.
Tues.
Mon. Wed. Thurs. Friday—P.M.
A.M.
Inspection Made PM.
Inspector Final Inspection El
Certificate of Occupancy 171
Date
BUILDING, PLANNING h*4-D ZJNING INSPECTION DEPARTMENT
CITY OF ATLANTIC BEACH, FLORIDA
CERTIFICATE OF OCCUPANCY
WORK SHEET
Date Requested: Noril 29, 1988
Building Contractor: WaIteT Hagie
Building Permit Number: 9458
Address: 2340 OceanfoTest DTive West
Legal Description: Lot 33 Unit IV Oceanwalk
Improvements to the above described property have been completed
in accordance with the terms of the permit and is certified to be
ready for occupancy as
_____�:Ln,gle Famliy
Lowest Floor Elevation: 9.751
required as buil n/a
t
Sales Tax Certificate:
------ ----------------
d te submitted
BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE
DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY:
Fire Chief 4/29/88
Public Works 4/29/88
Af d Sf
------ -----
Planning Director ---4/29/88
Building Inspector 4/29/88
ADDRESS
0001,
CONTRACTOR- 7 ---------------------------
OWNER e-- ----------
--------------------------------
MECHANICAL__?q5 Lf PLUMB I NG-q-q�ei
ELECTRICAL.:5ff3 TEMP POLE6a�-- misc-,:�3L?-----
ELECTRICIAN_
DATE FAILED DATE PASSED
TEMP POLE JEA- --- -----------
FOOTING
ROUGH PLUMBING
SLAB
FRAMING ----------- Oct
MECHANICAL/FIREPLACE -4 fL�
TOP OUT PLUMBING
-----------
ROUGH ELECTRIC
FINAL ELECTRIC
FINAL BUILDING
ELEVATION SUBMITTED
CERTIFICATE OF OCCUPANCY
DATE ORDERED
DATE ISSUED
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 08-00000728 Date 5/27/08
Property Address . . . . . . 2340 OCEANFOREST DR
Application type description PLUMBING ONLY
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
----------------------------------------------------------------------------
Application desc
REPLACING WATER SERVICE
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
HOLLAND, MICHELLE DAVID GRAY PLUMBING INC.
2340 OCEANFOREST DR 8850 CORPORATE SQUARE CT.
ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216
(904) (904) 744-7255
----------------------------------------------------------------------------
Permit . . . . . . PLUMBING PERMIT
Additional desc . .
Permit Fee . . . . 42 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 11/23/08
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 42 . 00 42 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 42 . 00 42 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
M
CITY OF ATLANTIC BEACH
0
PLUMBING PERMIT APPLICATION
Date:
Property k�ddress-
Owner: 10
Telephone 4: C4 QA
Contractor: David GraV Plumbing, Inc. Telephon.e#.. 7'.t44-7,7-
8850 Corporate Square Court
Contractor Address: Jacksonville, Florida 32216 Fax#: 1,4-1-5106d
Contractor Signature: A'J CFC 022586
In consideration of permit given for doing the work as described in the above statement,we hereby apo perform said work-in
V
accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach
ordinance and standards of good practice listed therein,
Installation of plumbing and fixtures mus�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,
Q New list the buildin.-permit number:
D Re-Pipe A(J 4
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 Rr'RAe,-'k4
Fees
Permit Issuing Fee: $35.00
Total Fixtures* X$7.00 + $35.00
800 Seminole Road -Atlantic Beach, Florida 32233-5445
Phone: (904) 247-5800 - Fax: (904) 247-6845- http://www.ci.atiantic-beach.fl.us
Revised 1/04
k-1(01Z
--W--7-j 7-
7471
DEPARTMENT OF BUILDING
'A LANTIC SEACH
CITY OF'
I"FOkMAT1 ON LOCAT I ON INFORMATION ---------
PERMIT
Af 1dr '2340 OCEAN FOREST DRIVE WEST
b
f-,Num, e r r 7471
'BUILDING ATLANTIC BEACH, FLORIDA 3223-
mit:,Type,*
f Work,*. ALTERATION
-------- LZOAL DESCRIPTION
FRAME
)t �2 11 o 'k 4 Section.
Co, t r'. , Type WOOD L -
-r SINGLE FAMILY, 0
P os,-c Uze Twoinship,-' RNG:
lve I ings". I Code: 0 Sabdivisicit', OCZANWALK
,10tl
tj ated, Va
Cott $0'.00,
$2'
741. 20 ,
� J oun't $274 20'
20123
:,PORCHES AND ADD -BAZH,'AjjD PaTIQ PEE PLANS-HSP-420
APPLICATION FEES
NNIFE ZRMIT�:
WATER,
OREST DRiVE WEST PACT FEE 0,
0
FLO�R I DA 3 T E
7
RADON: OAS-H R $11. 89
RMAT TON'k------- RADON OAS 546 $0 . 21
'APITAL,
MPRIOVE. .00
3225 -0
1ACKSO E BEACH F L , 0,
HYDRAULIC . SHARE �00
58,
Ty�p e 1
CROSS CONNECTION
SEC*:�H IMPACT FEE 00
NoTicE ALL CONCRgTEf AND FOOTINGS MUST146,INSPECTED BEFORE POURING
T 'SUE
PERMIT VOID SIX MONTHS AFTER DA E OF IS
ILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUSTNOTBE PLACED IN PUBLIC SPACE,AND MUST BE
Y BY EITHER CONTRACTOR OR OWNS
ARED UP AND HAULED AWA
A 'U
L COMPLY WITH THE MECHANICS', LIEN LAWCAWRESULT IN
NTS.
E"I' '... RTY OWNER PAYING TWICE FOR 61)10]k El
%%jeffffft NMI, tofm;o
UED ACCOADI Q TO APPROVED PLANS WHICH ARE PART OF,THIS:PERM1IT 'AND SUBJ%q,TO RON R
LATI
ON�OF AP12LICABLE PROVISIONS OF LAW. Teem
REMIPT NUWj 1106%
N H 8JILDING TMENT,
APPROVED
CITY OF ATLANTIC BEACH
BUILDING OFFICE
SEP 2 0 M3
CITY OF ATLANTIC BEACH
Fixture Unit Worksheet for Water Impact Fee
FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR
EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER
SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS
PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM.
BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND
WATER CLOSET, LAVATORY & BATH (8)
TUB OR SHOWER STALL (6) 1 WATER CLOSET
WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8)
BATHTUB/SHOWER (2) URINAL WALL LIP (4)
SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1)
SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2)
LAVATORY (1) COMBINATION SINK AND TRAY (3)
WASHING MACHINE (3) POT, SCULLERY SINK (4)
DISHWASHER (2) WASH SINK EACH SET OF
FAUCETS (2)
KITCHEN SINK (2)
___�_DENTAL LAVATORY (1)
tKITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1)
GRINDER (3)
BIDET (3) RINAL STALL, WASHOUT (4)
COMBINATION SINK AND TRAY WITH
FLUSHING RIM SINK (8) FOOD DISPOS. (4)
URINAL, PEDESTAL, SYPHON JET
DRINKING FOUNTAIN (1/2)
BLOWOUT (2)
LAVATORY, BARBER/BEAUTY ICE MAKER (1/2)
SHOP (2)
SURGEONS SINK (3) ____�_�LAVATORY, SURGEONS (2)
JACUZZI (2) ') -URINAL STALL, WASHOUT (4)
TOTAL FIXTURE UNITS. @ $20.00 EACH $_
JOB INFORMATION. 93 q0 C)(c A-�j Fb(z(z(-�s r (z, T)Q( -re 6.-)
'/,7e greatly appiec " ate t-his opportunity to present our proposal .
-.f you -should have (iny questions, please do not hesitate to con-
lact irie-at he above numbei .
------------------
I'h J_s . s a 1)c,c,k-a g e p i-c)po F;a Any alterati.on or deviation from
above spec � ' I �,,at, , (,n�, i IIV(11 VIII(j extra costs , will be executed only
jpon writt(-i .)r(jet-s , .in(] will become an extra charge over and
above the e� i_ i mi t t- � All agreements contingent upon strikes,
accidents )i (lelays beyond our control .
Note: This proposal inay be withdrawn by us if not accepted within
30 days .
-- ----------------
ACCEPTANCE OF PROPOSAL:
'he above. speci.fications, and conditions are satisfactory
and are hereby accepted . You are authorized to do the work as
specified . Paymeiit wil 'i 1-)E� made as outlined above.
DATE. 013 -Signature
Signature
Signatu r
MAP SHOWING SURVEY OF
LOT 33, OCEANWALK UNIT FOUR AS RECORDED IN PEAT BOOK 42 PAGES 18 THROUGH 18C OF THE
C!JRRENT PUBLIC RECORDS OF DUVAL MJNTY, nORIDA.
A N F 0 R E S R E
CHORD-S-12-04' -1 (89-91'FIEL9) vv S
W. 'q
FOUNDNAIL&013� too, 0-00 RA AS
181993 L.S.3390 'DIUS 476.94'
10.0'
F UND 1/2"IRON PIPE
L.B.3624
I d i
z
17 r'
0 5
'9.0
k� 1,4'
71. T
0 CRETE
cy STOOP CD,
C;
NOTES z SZWOOD
0 Not No
m I SToRy !!i�
THIS IS A BOUNDARY SURVEY. 0 STUC 0
NO BUILDING RESTRICTION LINE AS PER PLAT I CO RESIDENCL, .6
F THE EAST 0 40
BEARINGS BASED ON THE CHORD 0 z No.23
LINE OF LOT 33 AS PER PLAT. z
EASEMENT ARE FOR DRAINAGE UTILITIES AND 0
SEWERS UNLESS OTHERWISE INDICATED AS 14. at
PER PLAT.
m
m ui Id
v 2 7 w
L 0 T 32 Lj 0 0
In At
-0 f-
cy 40,11 0
o
a
C4 W Do D loo
40
011
WOOD w
STEPS u
0
FOUND 112"IRON PIPE
L.R.3624 T 09-56'39"E. 82-2!� IRONTOIRON
AVERSE INE ON,y FOUND 1/2"IRON PIPE
ED OF WATER
A
o MENTJ
//120'EAS
N.05" 12'10"E. 79.97'
L 0 T 29
I f*lEREBY CERTIFY TO SERGIO X. AND JENNIFER SALLES CUINAH, NATIONSBANK,
FIRST COAST TITLE AND AMERICAN PIONEER TITLE INSURANCE COMPANY
THAT I HAVE SURVEYED THE LANDS AS SHOWN IN "lliP ABOVE CAFITION AND
PW)PEIRTY SHOWN HI:RFkV APPEARS TO LIE IN FLOOD TI-fAT THIS MAP IS A TRUE AND CORRECT REPRESENEkTION OF '[liAT SURVEY
"X" �AJRJ�A O(JISIDE 500-YEAR F%OW PLAIN) AS AND 11-WP THE SURVEY REPRESENTED HEREON MEETS THE MINIMUM TECHNICAL
NS �'Ji E, DFTFRMJ NEI) FROM 'llfE "FLOOD INSURANCE STANDARDS OF THE FLORIDA ADMINISTRATIVE CODE (TIA=R 21-HH-6 AND
V
i0:!'E 11AT" FI)P Fff)RIDA. THE FLORIDA LAND TITLE ASSIOCI TION
THIS SURVEY NOT VALID UNLESS
SEALED WITH AN EMBOSSED SEAL
OF SURVEYOR SIGNED HEREON DONN W. SOATWRIG ss�l
FLORIDA REG. LAND SURVEYOR No.3295
��,-Fl
OPL^. 1967 L^W$ 14ANCO Polito 400
FS
Ad-
NUIL'Ure of (91aminnummont
WRZFARZ in O&IFLICATS)
to filh= camej=
The undersigned hereby informs all concerned that improvements will be made 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.
Description of property..............s.........LQ.T....�2�......RLQC.K...4, .D.CF.AX19ALK..................................................................
.................. I..2.a.aa Bz&ca)..................................................................
.................................................................................................................................................................................................. ............................
.............I...................................................................................................I.............I....................................... .........................
General description of improvemeatt................. P--QRZkLES.f........
..........I.................. .....ADD....PA-T.J:.Q....................................................................................................................................
.................................................................................................................I..................................................................................................................
Owner......................JENNIEU....SALLE SmICIUNHA.................................................................................................................................
Address...................EU.14.Q....Q.CE.AX....FI.Q.U5.1....LR........ki.......... ............................................
Owner's interest in Me of the improvement................QRXER........................................... ....................................................
Foe Simple rik holder (if other than owner)
Name....................................................................................................................................................................................................................................
Addres&.............................................................................................................................................................................. .....................................
Contractor.................RJUR...ImMES.A......12C......................... .................................................................................................................
....................;11 UE&CR....-.113.225.Q............................... ...........
Surety (it any)........................................................................................................................................................ ......................_
Address...................................................................................................................................................Amount of bW $..................I.............
Name of Person within the State of Florida des4nalod by owner Upon whom riot;ces or other,,docAwds may
be servach same.
AS above owner
Name...........................................................................................................................................................................
Address..............................................................................................................................................................................................................................
In addition to himself,owner designates the following person'to receive a copy of the Lienor's Notice
as provided in Section 713.13 (1) (F), Florida Statutes. (Fill In at Owner's option).
Name........................................................................................................................................................................
Address.......................................................................................................................... .........
T1414 OPACK FOR ItCCOROMR-6 U&C 6HL.V
............
... ... ..... ........ ......... ........ . .......
nee
Sworn to and subscribed before me this.................................
........... . ...................................
................................. ..........................................
Notary Public
FATRICAA ANIOLNETTE
4,0QTAR "�A�i'OF FLoRDA
Pornm Exp8,127/96
ly
CoMtvj �JSR CC220017
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 03-00026408 Date 7/01/03
Property Address . . . . . . 2340 OCEANFOREST DR
Tenant nbr, name . . . . . . HVAC
Application description . . . MECHANICAL ONLY
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
Owner Contractor
--------------------- --- ------------------------
SALLES-CUNHA, JENNIFER ALLBEIT UNLIMITED ROOFING
2340 OCEANFOREST DR. 961 SUPERIOR RD
ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32258
(9 04) 2 94-2 3 78
------------------ ------------------------- ---------------------------------
Permit . . . . . . MECHANICAL PERMIT
Additional desc . .
Permit Fee . . . . 87 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Fee summary Charged Paid Credited Due
----------------- -- -------- ---------- ---------- ----------
Permit Fee Total 87 . 00 87 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 87 . 00 87 . 00 . 00 . 00
BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED
UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN
RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS
WHICH ARE PART OF TI-HS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
BUILDING OFFICIAL
CITY OF ATLANTIC BEACH
MECHANICAL PERMIT APPLICATION
Date:
Owner of Property: Mr. 14c� 11 a�
Job Address: ?'.',)Io oceay-)fbe-&--�
Contractor: Ocean 6-4a�L H �q � a�C
a )
In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in
accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach
ordinances and standards of good practice listed therein.
111. GENERAL INFORMATION
A- Type of heating fuel: B.
,X Electric IS OTHER CONSTRUCTION PEING DONE ON THIS
U Gas: —LP —Natural —Central Utility BUILDING OR SITE?_rMO
Q Oil
Q Other–Specify_ IF YES,GIVE NUMBER OF CONSTRUCTION
PERMIT
IV.
MECHANICAL EQUIPMENT TO BE NATURE OF WORK
)d Residential or Commercial
INSTALLED U New Building
(Provide complete I ist of components on back of this form) Existing Building
Heat _Space _Recessed A Centr I Floor A Replacement of existing system
Air Conditioning: Room CeTtral 0 New Installation(No system previously installed)
L1 Duct System: Material Thickness El Extension or add-on to existing system
Cl Refrigeration Maximum capacity_____________cft U Other-Speci
0 Cooling tower: Capacity
Q Fire sprinklers: Number of heads
• Elevator: _ Manlift_Escalator_(Number) THIS SPACE FOR OFFICE USE ONLY
• Gasoline pumps,__(Number) (Received)
0 Tanks _(Number)
13 LPG containers umber) Remarks
U Unfired pressure vessel
U Boilers Permit Approved by_ Date
0 Other–Speci Permit Fee
LIST ALL EQUIPMENT
AIR CONDITIONING AND REFRIGERATION EQUIPMENT
Number Units Description Model Number Manufacturer Capacity Approving
(Tons) Agency
(1) CILL 'TTWA
HEATING–FURNACES,BOILERS,FIREPLACES
Number Units Description Model Number Manufacturer Capacity Approving
iri� n (BTU) Agency
TANKS
How Many Nominal Capacity Type Liquid Nameof Serial Approving
And Dimensions Contained Manufacturer No. Agency
800 Seminole Road*Atlantic Reach,Florida 32233-5445
Phone:(904)247-5800*Fax:(904)247-5845* http://www.clatiantic-beach.ft.us 1/14/03
CITY OF ATLANTIC BEACH
re
800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 04-00027564 Date 1/23/04
Property Address . . . . . . 2340 OCEANFOREST DR
Tenant nbr, name . . . . . . RE-ROOF
Application description . . . ROOF
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 12940
Owner Contractor
-- - - - - - - - -- - - - - - -- - - - -- -
- -- ---- - - - - -- -- - - - - - - -- -
HOLLAND, MICHELLE ROMANO ROOFING SERVICES
2340 OCEANFOREST DR P .O. BOX 33037
ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233
(904) (904) 246-5649
--------- ------- - - ---- - - ---- -- ----- -- - - - - - - - - - - - - - - - - - -- - - - --- - - - - - -- - - - ----
Permit . . . . . . ROOF PERMIT
Additional desc . .
Permit Fee . . . . 143 . 00 Plan Check Fee . 00
Issue Date . . . . valuation . . . . 12940
Fee summary Charged Paid Credited Due
-------- ---- - -- - - --- - ---- - - - -- - - - --- - - - - --- - - - - --- -- -----
Permit Fee Total 143 . 00 143 . 00 . 00 . 00
. Plan Check Total . 00 . 00 . 00 . 00
Grand Total 143 . 00 143 . 00 . 00 . 00
BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED
UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN
RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS
WHICH ARE_-PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
BUILDING OFFICIAL
CIT7 OF ATL22NTIC BEACE -PE1.R"hIT -C'�LCULATION. SITEET
3
Heated Square Fc.otage m er scr f t
-Cra r ag e sh.ed f t �s
f t
neck
per sc ft
2 at i a
TOTI.L. VALUATION:
qq
...Total Valuati.an
Value
per thausamd
or Partiol� --t�Lereof
TOTAL BU ILbZN9 FEZ
+.:1/2 Fi1.img*, F'ee
F.i nep I ac e s .. @
...,'BUILDING
W�ATER IMPACT FEE
-SEWER. :IMP._CT*:.FEE
9ATER hE.TF_R-/TAP
IMPROVEMENT.
SEWER .TAP
RAI:a N . (Has 1z(ISO.
SECTION H PAVING
HYD RAUL.1 C SHARES
CROSS CONNECT ION.
SURCHARGE .0050 .
OTEER
45
..T13TAL. ]DUE
ALD rTZONAL. pM. jL,4 I T S Op
..FEES :Jhec�lami.cal__ un Lag
T+a:Lk Well sign-_: Fimish Floor Elevation
Survev
Gther
CAL ;CJLATZQ'us aad/cr NOTES :
Cc:
CITY OF ATLANTIC BEACH
BUILDING / ZONING DEPARTMENT
800 Serninole Road
Atlantic Beach,Florida 32133
...... -5800
(904)247
(904)247-5845 Fax
PLAN REVIEW COMMENTS
Permit Application 4 Cv4 - ,�,)-7,5(c,4
Property Address: - c23JIC,
Applicant:
Project: rcc
This permit application has been:
ET Approved
Reviewed and the following items need attention:
Please re-submit your application when these items have been completed.
Reviewed By: Date:
CITY OF ATLANTIC BEACH
ROOFING PERMIT APPLICATION
HAS
Date:
Job Address:
Owner of Property: 7yo/A 17,
Address: Z 3 /,Z ZI —Telephone:
-C
Contractor: 5-1- State License Number: ez e
Contractor's Address: 1,4x, F�
Telephone: 'W10 V6 Fax:—Z, /51*7
Scope of Work:
Deck Slope: �JGreater than 2:12 Less than 2:12
Valuation of work: J2_ -9 �d
Product Name(Example: Timberline): :L 6-1 (Cr
Manufacturer(Example: GAF):
ASTM Designation(s): -3 /6
Required Inspections: Sheathing and Final H L15 S4 1 -2
Signature of Owner: Date:
Signature of Contractor: Date: 7 0
AS TO OWNER:
Sworn to and subscribed before me this t day of -.5 6� 20a.
L
State of Florida,County of Duval Notary's Signature: 1141
3oseph1jde Romm
My COMMISSION# DD24U35 ems
Personally k
1Z 2007 nown
Qj:t FAR INSURANCE INC.
y dentifi fation
5�_Produced i
Type of identification produced
AS TO CONTRACTOR:
Sworn to and subscribed before me this Z�p day of 20
State of Florida, County of Duval
Notary's Signatu
GWRIA J.CASTERLINC.McLAb�j,,;, Personally Z
My COMMISSION#CC976739 El Produced identification
f11- EXPIRE&DeceMber8,2004 Type of identification produced
servi�e,s rjc,,
800 Seminole Road Atlantic Beach,Florida 32233-5445
Telephone: (904)247-5800 Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us
Page I Revised 2121/03
Book 11591 Page 725
V---k--E7,�ki�0TICE OF COMMNCEMENT
(PREPARE IN DUPLICATP
Permit No. Tax Folio No.
State of County of
To whom it may concern:
The undersigned hereby informs you that improvements will be made to certain real property, and in
accordance with Section 713 of the Florida Statutes,the following Information Is stated In this NOTICE OF
COMMENCEMENT.
Legal description of property being improved:
Address of property being improved: filnewm ra,-ej
-Z-2-
General description of improvements: 46 4
11
Owner e C
Address 0 0 C(2 -1' jvt 4 Lz,�,
Owner's interest in site of the improvement
Fee Simple Titleholder(if other than owner)
Name
Address A
Contractor Z) 1,r, 0 0 i^�
o ( oo L-
Address
Phone No. -Z 9 Fax No.
Surety(if any)
Address Amount of bond$
Phone No. Fax No.
Name and address of any person making a loan for the construction of the improvements.
Name
Address
Phone No. Fax No.
Name of person within the State of Florida,other than himself, designated by owner upon whom notices or other
documents may be served:
Name
Address
Phone No. Fax No.
In addition to himself, owner designates the following person to receive a copy of the Uenors Notice as provided in
Section 713.06 (2) (b), Florida Statutes. (Fill in at Owner's option).
Name
Address
Phone No. Fax No.
Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a
different date is specified): 0 C'1� o /�
"fHIS�PACE FOR RECORDER'S USE ONLY OWNER
Signed: kd
&44dbLd`(Date:
Before me this—day of in the
County of Puval, Stat"FigOO&Aw personal! 4peared
DD24085 EMS
my COMMMN#I z
0c1A0%490?OG9O I
:L *MIR
Lo -.11"Ata W-
Me: 725
Fi ed I Recorded Notary ONE at Large, State of Fl7da, C n#of uval
01/21/2004 10:04:48 AN I ?" 0
JIM FLUB My commission expires:
CLERK CIRCUIT CUT Personally Known
DUVAL COUNTY or
RECORDIN6 $ 5.00 Produced IdentificationV'
TRUST FUND $ 1.00
COPY FEE $ 1.00
CERTIFY S 1.00
A DEPARTMENT Of BUILD.ING
CITY OF ATLANTIC BEACH
P E RM I T !��NFORMATION. ------- LOCATION INFORMATION
Address# 2340, OCEAN, FIORSST DRIVE WEST
lervit, Numbet
tNTIC �BEACH f� FLORIDA 32233
ELECTRT�CAL , ATU
*,it I Typ I ----------
LEGAL DESCRIPTION
of Work i ADDITION --------
I OOD FRAME Lot , B I OLCk: Sectioxi.
tr., Type,[ W
'cot
e i S I N�GLE PA14ILY Township-
os,ed Us
Subdivisi'on: . 00EANWALK
�we i,n'qz
atod ,Val4e- 06
prov,
Total F
iumt
PPLICATION FUS ----
ION
a 7
$2.5�:00
RK IT,
k A $0 .00 ,
- 'OREST DRI'VE W ST WATZ 'PACT F E
FL
014,
E
ORIDk ZE.
P $0 .00
RADON GAS-Ii.R.
RMATIO ------- RADON GAS $0 .00
k
T TR COMP
x ?jTkl�, .IMPROVE., 10-100
aT.ne
SZW�ZR TAP 0.00
O�A---43t"r4
$0 .00
FL 32211 HtbRAUL'IC, SHARE
JACK 0 E,
Ty4� 0 CROSS CONNECTION
P
IMPACT FEE 0
SEC'.H
v
1NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING
PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE
M ED IN PUBLIC SPACE,AND MUST BE
LOIN ATE AL,RUBBISH AND DEBRIS FROM,THIS WORK MUST NOT BE PLAC
WAY BY EITHE
EAR PAN HAULEDA R CONTRACTOR OR OWNER
SSULT IN
IR ez COMPLY WITH THE MECHANICS' LIfN LA CAN,All
OWNER PAYING TWICE.FOR BUILDING IMPROVEMENTS
L SCORq NG TO APPROVED PLANS WHICH ARE PART OF THIS PERMITAND SUBJECT TO,REVOCATION FOR
LATIO40F�APPLICABLE PROVISIONS OF LAW.
*74 4u
dill
A
Nft BEACH,BUILDING DEPARTMENT
4
11 CITY OF ATLANTIC BEACH, FLORIDA
Approved bV I PPLICATION FOR ELECTRICAL PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: DATE; 12- - 3 -ig 5�,3 4
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 IWACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
ELECTRICAL FIRM- MASIER ELECTRICIANSIGNATURK JQURNEYMAN
NAME mj-1�4— s4lle-3 ADDRESS: 2-3 C/O OCC4.) Foe-csf-,01' RFD. BOX—
SLOG.SIZE BETWEEN:
RE&tO APT.( COMM.( I PUBLIC INDUS. NEW( OLD ( REW.
ADDITION ()o TRAILER ( TEMP.( ) SIGNS ( I SQ. FT.
SERVICE: NEW( INCREASE ( ) REPAIR ( FEE
CONDUCTOR SIZE AMPS COPPER ALUMJ
SWILCH OR BREAKER AMPS PH W VOLT RACEWAY
EXIST.SERV.SIZE AM PH 3 W -?-10VOLT RACEWAY
FEEDERS NO. SIZE INO. SIZE I NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED OPEN TOTAL
0.30 AMPS� 31-100 AMPS.
SWITCHES
INCANDESCENT
FLUORESCENT&M.V.
FIXED 1 0.100 AMPS. OVER
APPLIANCES L I I BELL TRANSF.
AIR H.P. RATING H.P.RATING
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT
0-1 OVER
MOTORS H.P. VOLTAGE PHS No. 1 H.P. VOLTAGE PHS
MISrELLANEOUS La 77,
TRANSFORMERS: UNDER 600 V. OVER 600 V.
NO. KVA I I NO. lKVA
NO.NEON TRANSF. V MA. MOTOR SIZE SWITCH FLASHER
EACH SI-2N
FORWARDED
$
TOTAL FEES
CITY OF
eae4
7160CEAN BOULEVARD
P.0.BOX 25
ATLANTIC BEACH,FLORIDA 32233
TELEPHONE 1904)249-2395
April 29, 1988
Third Floor
Pre-Service Section
Jacksonville Electric Authority Building
233 West Duval Street
Jacksonville, Florida 32233
The following final inspections have been made and are satisfactory:
Permit #5840,---2221 Barefoot Trace
Permit issued to Adkins Electric Company.
Permit #5878,---454 Inland Way
Permit issued to Brooks & Limbaugh Electric Company.
Permit 5983----2340 Oceanforest Drive West
Permit issued to Allstate Electric Company.
Sincerely,
Rene' Angers U
Community Development Director
RA/tb
cc: file
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
FORM 900-B-86 SECTION 9 —RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES
REVISED: 1/87 DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3
-A.J4 BUILDER: e e-'s
PROJECT NAME '5/ ", le- Z�02A-"-/t PERMITTING A
,/ - C u CLIMATE
AND ADDRESS: , ZONE: 1 2 [] 3
OFFICE: Id a
PER JUR
OWNER- NO.:MIT NO.:ISDICTION
al I
NEW CONSTRUCTION 2' IF MULTIFAMILY,NUMBER OF CONDITIONED SQ. GLASS AREA AND TYPE
UNITS COVERED BY FLOOR AREA lifl�a FT CLEAR TINT,FILM,SOLAR SCREEN
ADDITION THIS SUBMITTA EAVE OVERHANG SINGLE- SO. SINGLE- so.
MULTIFAMILY ATTACHED F-1 CHECK IF THIS SUBMITTAL LENGTH FT PANE F=FT. PANE FT.
REPRESENTS A WORST CASE 'PORCH OVERHANG DOUBLE-[��Q. DOUBLE- so.
SINGLE-FAMILY DETACHED CONDITION: LENGTH FT PANE FT. PANE
FT
NET WALL AREA AND INSULATION
MASONRY FRAME R STEEL STUD R LOG R
I Sal 'M E I
FT 1/-W']5S"T- M/ / FMI]SI. El I I I I I ISFIT�
CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION
UNDER ATTIC R SGL ASSEMBLY R SLAB PERIMETER R RAISED:WD E CON E R
so
V11FIT-1 -�g I I I I I I sF,,. 5s-rFT FT
DUCTS COOLING SYSTEM HEATING SYSTEM HVAC CREDITS HOT WATER SYSTEM NOT WATER CREDITS
IN
UNCONDITIONED 2�CENTRAL El ELECTRIC STRIP OHEAT EICEILING FANS El SOLAR
SPACE R El ROO.M El NATURAL GAS PUMP El CROSS VENTILATION F-1 NATURAL GAS F-1 HEAT RECOVERY
0 PACKAGE TERMINAL ROOM UNIT OR E30THER El WHOLE HOUSE FAN 0 OTHER FUELS F-1 DEDICATED HEAT PUMP
ER-f AIR CONDITIONER PACKAGE TERMINAL FUELS -� NONE
IN CONDITIONED HEAT PUMP NONE F-1 ATTIC RADIANT r SF/EF
SPACE R = F� NONE BARRIER
[E 11 SEER/EER COP/AFUE MULTIZONE NUMBER OF
EF BEDROOMS
INFILTRATION
PRACTIC"ED + 2+ X 100
D #1Z#2 0 #3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.1
CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS.
In accordance with Section 553.907 F.S.,I hereby certify that the plans Review of the plans and specifications covered by this calculation indicates
and specifications covered by this calculation are in compliance with the compliance with the Florida Energy Code.Before construction is completed,this
Florida Energy Code 7 building will be inspected for compliance in accordance with Section 553.908 F.S.
OWNER/AGENT* 04� - BUILDING OFFICIAL:
DATE: DATE:
11071 y �-ABAL I.,/
ENERGY EFFICIENCY CODE-
FOR SUII-DING CONSTRUCTION
13 e ` c,)n 0 Compliance Program---Resi dent i a I Point System Method
Vers�on 1 . 05 March , 1987
Departime--nt of Commun-Ity Affairs
Printout Subrn-�tt� d in lieu of Form 90OA-86
PROJECT NAME - PERMITTING OFFICE :A
AND ADDRESS CLIMATE ZONE : 1 2
B U I L D E R . PERMIl' NO . :
OWN E R JURISDICTION NO . :
-- ----------
BUILDING OFFICIAL
0 114 0 N E NT VALUE CHECKLIST
N I N DOWS
Double Clear Total Area . 505 . 0 -----------------
W A L L'S'
I E--x t W o c.)d F r,a m e-, Area ., 1 1213 . 0
R--Value : 11 . 0
2 Adj Wood Frame Area : 214 . 0 --- -----------
R-Value : 11 . 0
CEILINGS
1 . Under Att-�lc Area : 1029 . 0 ---------- ------
R-Value :
2 . Under Attic A rea : 13 7 6 . 0
R--Value . 30 . 0
FLOORS
ab-on-Grade Per i m . 215 . 0
R,-Val ue- 0 . 0
D r
UCTS
Uncond . Space Length: ALL ---------------
V a I u e 5 . 0
COOLING
Central A . C . SEER: 10 . 00
HEATING
1 . Heat Pump COP : 3 . 20 ---------------
HOT WATER
Bedrooms : 4
1 . E"lectric EF : 0 . 90 ----------------
T
INFIL'FRAT�ON
Practice : 2
Conditioned F'loor Area : 2268 . 0
AS BUILT POINTS BASE IFIOINTS '100 EPI
43619 . 3 43842 . 8 99 . 5
GLASS TO FLOOR AREA RATIO 0 . 2227
4ATER CiEATIING
AS-BUILT
N U 1`4 "")F U L, TOTAL DESCRIPTION EF CAP MULT CREDIT TOTAL.
S E7 1)R M'S, RATIO MU L T
4 3 8 031 0 1 5'2 21 . 0 E'l ec t r i c 0 . go 1 000 3719 . 7 . 00 14878 . 7
SUMMARY
BASE AS-BUILT
COOL I 14G 1-1 E A'f �l N G HOT WATER TOT A L COOLING HEATING HOT WATER TOTAL
PC I N'T 5 + 0 1 NT S + POINTS POINTS POINTS + POINTS + POINTS POINTS
16795 , 'l 3 5 15 15212 . 0 43842 . 3 '16227 . 2 12513 . 5 14878 . 7 43619 . 3
EPI. 99 . 5
WINTER CALCULATIONS
BASE AS-BUILT
GLASS-------------
ORIEN AREA x BWPM POINTS TYPE SC ORIEN AREA WPM x WOF = POINTS
-----------------------4--------------------------------------------------------
N 55 . 0 7 . 3 40S . S OBL CLR N 36 . 0 7 . 3 1 . 20 315 . 5
DBL CLR N 8 . 0 7 . 3 1 . 27 74 . 3
DSL CLR N 12 . 0 7 . 3 1 . 13 103 . 1
E 147 . 0 9 . 2 - 13S2 . 4 DBL CLR E 6 . 0 -9 � 2 0 . 24 - 13 . 0
DeL CLR E 20 . 0 -9 . 2 0 , 65 -120 . 2
DBL CLR E 0 . 0 -9 . 2 -0 . 24 178 . 8
DaL CLR E 40 . 0 -9 . 2 -0 . 69 253 . 3
3 204 . 0 -28 , 4 -57934 DSL CLR S 149 . 0 -28 . 4 0 . 27 - 1142 . 5
DBL CLR s 32 . 0 -28 . 4 0 . 94 -853 . 0
DBL CLR S 23 . 0 -28 . 4 0 . 92 -603 . 8
W 66 . 0 -9 � 2 -607 . 2 DOL CLR W 20 . 0 -9 . 2 0 . 39 -72 . 6
DSL CLR W 23 . 0 -9 . 2 0 . 70 -148 . 0
DeL CLR W 23 . 0 -9 . 2 0 . 32 -173 .4
HOR 32 - 0 -23 . 4 -908 . S DBL CLR HOR 32 . 0 -57 . 7 1 . 00 -1846 .4
-------------------------------------------------------------------------------
, IS x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS ADJ GLASS GLASS
A R EA AREA FACTOR POINTS POINTS POINTS
---------------------------------------------------------------------------------
. 15 2263 . 0 505 . 0 0 . 674 -8253 . 2 -5559 . 9 -4048 . 1
AREA 8WPM = POINTS TYPE R-VALUE AREA x WPM = POINTS
--------------------------------------------------------------------------------
WALLS------------ I
Ext 1213 . 0 2 . 20 2668 . 6 Ext Wood Frame 11 . 0 1213 . 0 3 . 70 4438 . 1
Adj 214 . 0 3 . 60 770 . 4 Adj Wood Frame 11 . 0 214 . 0 3 . 60 77V4
DOORS------------
2xt 34 . 0 15 . 40 523 . 6 Ext Wood 34 . 0 15 .40 523 . 6
Adj iVo 13 . 30 239 . 4 Adi Wood 18 . 0 13 . 30 239 .4
CEILINGS-----------
UA 2268 . 0 1 . 20 2721 . 6 Under Attic 30 . 0 1029 . 0 1 . 20 12303
Under Attic 30 . 0 1376 . 0 1 � 20 1651 , 2
FLOORS-----------
Slb 215 . 0 8 . 90 1913 . 5 Slab-on-Grade 0 . 0 215 . 0 18 . 80 4042 . 0
INFILTRATION---------
2262 . 0 7 . 40 16783 � 2 Practice 42 2268 . 0 7 . 40 16783 . 2
TOTAL WINTER POINTS
20060 . 4 25684 . 6
TOTAL x SYSTEM HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING
WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS
-------------------------------------------------------------------------------
20060 . 4 0 . 59 11835 . 6 1 25684 . 6 1 . 000 1 � 120 0 . 435 1 . 000 12513 . �
SUMMER CALCULATIONS
BASE AS-BUILT
GLASS------------
ORIEN AREA x BSPM POINTS TYPE SC ORIEN AREA x SPM x SOF = POINK
--------------------------------------------------------------------------------
N 56 . 0 38 . 3 2144 . 9 DSL CLR N 36 . 0 38 . 3 0 . 86 1189 . 1
DSL CLR N 8 . 0 38 . 3 0 . 82 249Z
DeU CLR N 12 . 0 38 . 3 0 . 88 403 . �
E 147 . 0 79 . 7 11715 . 9 DBL CLR E 6 . 0 79 . 7 0 . 72 342 . �
DSU CLR E 20 . 0 79 . 7 0 . 37 1392 .
DSL CLR E 81 . 0 79 . 7 0 . 57 3679 �
OSL CLR E 40 . 0 79 . 7 0 . 45 1430 . -
S 204 . 0 66 . 2 13504 . 8 DSL CLR S 149 . 0 66 . 2 0 . 45 443C . '
DOL CLR S 32 . 0 66 . 2 0 . 86 i3iV �_
DSL CLR S 23 . 0 66 . 2 0 . 84 1279 . -,'
W 66 . 0 79 . 7 5260 . 2 DBL CLR W 20 . 0 79 . 7 0 . 77 1234Z
DOL CLR W 23 . 0 79 . 7 0 . 89 1634 /
DBL CLR W 23 . 0 79 . 7 0 . 94 1720 . !--
HOR 32 . 0 6V2 211S .4 DSL CLR HOR 32 , 0 267 . 0 1 . 00 8544 . 1'
-------------=-----------------------------------------------------------------
. 15 x COND . FLOOR / TOTAL GLASS = ADJ . GLASS ADJ GLASS GLAS'
AREA AREA FACTOR POINTS POINTS POINT'
------------------------------------------------------------------------------
. 15 2268 . 0 505 . 0 0 . 674 34744 . 1 23405 � 8 29338A
AREA OSPM POINTS TYPE R-VALUE AREA x SPM = POIN7
WALLS------------
Ext 1213 . 0 0 . 90 1091 . 7 Ext Wood Frame 11 . 0 1213 . 0 1 . 70 2062 .
Adj 21V0 0 . 70 149 . 8 Adj Wood Frame IVO 214 . 0 0 . 70 149 . �
DOORS------------
Ext 34 . 0 7 . 70 261 . 8 Ext Wood 34 . 9, 7 . 70 � 261 . �
Adi 18 . 0 2 . 90 52 . 2 1 Adj Wood IVO 2 . 90 S2 � i
CEILINGS-----------
UA 2268 . 0 0 . 60 1360 . a Under Attic 30 . 0 i029 . 0 0 . 60 517
Under Attic 30 . 0 1376 . 0 0 . 60 825 . �
FLOORS----------
Sib 215 . 0 -37 . 00 -7955 . 0 Slab-on-Grade 0 . 0 215 . 0 -41 . 20 - 3358Z
INFILTRATION-----------
2268 . 0 8 . 00 18144 . 0 Practice 42 2268 - 0 3 . 00 1 & 14 4
TOTAL SUMMER POINTS
36511 . 1 42513 ,
TOTAL SYSTEM COOLING TOTAL x DUCT x SYSTEM x CREDIT COOLIV
SUM PTS MULT POINTS COMPON MULT MULT MULT POINT,
-------------------------------------------------------------------------------
3651i . 1 0 . 46 16795 . 1 1 42613 . 3 1 . 120 0 . 340 1 . 00C 16227 ,
PRESCRIPTIVE MEASURES (must be met or exceeded by all residences)
COMPONENTS SECTION REQUIREMENTS
WINDOWS 904 � 1 Maximum of 0 . 5 CFM per linear foot of operable
sash crack .
--------------------------------------------------------------------------------
EXTERIOR & 904 . 1 Maximum of 0 . 5 CFM per sq . ft . of door area .
ADJACENT DOORS Includes sliding glass doors , solid core ,
wood panel , tnsulated , or glass doors only.
-----------------------------------------------------------------------------------
EXT . jOINTS & 904 . 1 To be caulked , gasketed , weatherstripped or
CRACK-'.-� otherwise sealed .
--------------------------------------------------------------------------------
WATER HEATERS 904 - 2) Must bear label indicating compliance w/ASHRAE
standard 90 or comply with afliciency and
standby loss requirements . Switch or clearly
marked circuit breaker (electric) , or cut-off
(gas ) must be provided . An external or built
in heat trap must be provided .
SWIMMING POOLS 904 . 31 Spas and heated pools must have covers (except
& SPAS solar heated ) . Non-commercial pools must have
a pump timer . Gas spa & pool heaters must have
minimum thermal efficiency of 75%
------------------------------------------------------------------------------
HOT WATER 904 . 4 Insulation is required only for recirculating
PIPES systems . In such cases , piping heat loss shall
be limited to 17 . 5 STU/H/Linear Ft . of pipe .
SHOWER HEADS 904 . 5 Water flow must be restricted to no more than
gallons per minute at 20 to 80 PSIG .
--------------------------------------------------------------------------------
HVAC DUCT 903 . 2 Constructed in accordance with industry
CONSTRUCTION 904 � 6 standards & local mechanical codes . Ducts in
Unconditioned space must be insulated to
minimum R-4 . 2 & joints must be sealed .
---------------------------------------------------------------------------------
HVAC CONTROLS 904 . 7 Separate readily accessible man J ual or automatic
thermostat for each system .
CEILING INSUL . 904 . 9 Minimum R-19 .
INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST
COMPONENTS REQUIREMENTS
PRACTICE 41 Comply with Infiltration Prescriptives in above
table .
PRACTICE #2 Comply with Practice 41 and the following .
Exterior Walls & Floors Top plate penetrations sealed . Infiltration
barrier installed . Sole plate/floor joint
caulked or sealed .
Exterior Walls & Ceilings Penetrations , joints and cracks on interior
surface caulked , sealed , and gasketed
L i:..
',-qL,,;,i pped with outside combustion air doors
P 'i e s L-
and f 1 ue dampers
Fan.s Equipped With d0fflpers . Combustilon devices
see 903 . 2 (f ) .
m hu,�,t i i-)P a,n c e P r(:)v-i d e d Ni t h o u t s I d e a o ai b u s t i o n a i r .
In Accordance wi th Sec . 553 . 907 F . S . RevIlew of the plans and specif ications
I Hereby cart 'ify that the plans and covered by this calcu'lation indicates
spec-ificat-1ons covered by this calcu- compliance with the Florida Energy
lat-7(:)n are -fn 1 i a r
I c o m p -(ce with the Code . Before construction is completed
Flor-ida Energy Code . this building will be -inspected for
compliance in accordance with Section
553 . 908 F . S .
OWNER/AGENT .4-1,— --------------- BUILDING OFFICIAL : --------- ------------
-- ------------------ DATE . __.______,--------------------------
DATE
QTY OF ATL.,A,,NTIC BEACH, fLORIDA
App,r, d by APPLICATIOu FOR ELI"'.CTRICAL PERMIT
TO THE Clii-F ELECTRICAL INSPECTOR: DATE: 6- 19 ,0
IMPORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY I-GREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH i.RE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
FLECTRICAL FIRM: ;�.ASTER ELECTRICIAN SIGNATURE JOU
N E SS: 6
---ADORE RFD—BOX_,.____
BLDG.SIZE
RES. APT. ( C6,mm. PUBLIC INDUS. I I' NEW OLD I REW.
AUDIYION TRAILER TEMP. SIGNS -SQ. FT.
SERVICE: NEW(lb INCREASE ( REPAIR FEE
CONDUCTOR SIZE 4 AMPS -DOO COPPER ALUM. Q6
SWITCH OR L',",EAKER )6() AMPS PH 3 w vj(tb VO ' U RACEWAY 5 0
LT
EXIST.SERV.SIZE AMPS PH w VOLT RACEWAY
FEEDERS NO. SIZE NO. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN ITOTAL
RECEPTACLES CONCEALED OPEN
OTAL
0.30 AMPS. 31.1z)3 AM
SWITCHES
iNCANDESCENT
FLUORESCENT&M.V.
FIXED
AIR H.P. RATING H.P. RATING
CONDITIONliNG Wil?.MOTOR OTHEA MOTG:�S AM?S CEIL hEAT:l KllV-Hc'--AT
OVER F
IMOTORS H.P. VOLTAGE Phs --NO. I H.P. VOLTAGE . PHS
MISCELE-1171'"i F OUr—
T�'-ANSFORtw',EPS: UNDER30OV. 0 vti ii eQ a V.
No. KVA 0. lKVA
0. VA.
e—Ve
F R V,'A RL' D-
AlIdAft El*CtrlCAI COntr$00",'nC-
6901 BonnevalAve.
P. 0. Box 19008
JACKSONVILLE, FLA. 32216
(904) 739-2700
EC #00113
DEPARTMENT OF BUILDING 9459
CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO.-
PERMIT TO BUILD 46*00 TL
THIS PERMIT MUST BE POSTED ON JOB IsAeOCICKTr
5107 1 A 1/03/9E
Date January 27 '19 88 W1611 00CACC
Valuation$ $ 46-00 9107 IA 1/08/1
I(Mr)I
This pernut not valid until above fee has been paid to City Treasurer,and is
subject to revocation for violation of applicable provisions of law.
This is to certify that Air EnIzineers.Ing. MHAR-634
has permission to 2=X install heatlair
Classification New Residential —Zone RS-1
Owned by Key Homes Of Fla.
Lot— 33 Block Unit IV S/D-Oceanwalk
House No. 2340 Oceanforest Drive West
According to approved plans which ate part of this permit
NOTICE—ALL CONCRETE FORMS
AND FOOTINGS MUST BE IN-
SPECTED BEFORE POURING.
PERMIT VOID SIX MONTHS
AFTER DATE OF ISSUE
0 Building material,rubbish and debris
_zq from this work must not be placed
in public space, and must be cleared
up and hauled away by either con-
trac .-
or owner,
uilding Official.
MIT
FOR OFFICE PER DATE CONTRACTOR
USE ONLY NUMBER
PLUMBING
ELECTRICAL
SEWER
WATER
00
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC BEACH
ATLANTIC BEACH, FLORIDA 32233
APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBE
i
IMPORTANT— Applicant to complete all items in sections 1, 11, 111, and IV.
Street Address:. ZAIJ exIly"y 4,1 4
�D ATION
OF I Intersecting Streets: Between _44=&&a�g Aa& And- &4"4V&& '�)l
BUI ING Sub-diviso
n
11. ENTIFICATION — To be completed by all applicants ,
consideration of Defmit given for doing the work as described in the abcve statement we hereby agree to perform said work in accordance
ith the attachpd plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards
good,practice lis-ed therein.
N of Mechanica Contractors
coo to, I wim Master
Nam
Isre Owner
oF Owner Signature of
owr ized Agent Architect or Er
RAL INnIWATION
n
of
11 ro
WE
mi "lo,
B.
A. , T pe af 6ating fueh
IS OTHER CONSTRUCTION BEING DONE ON
THIS BUILDING OR SITE I
C C"s—0 LP 0 Natural 0 Central Utility
IF YES, GIVE NUMBER OF CONSTRUCTION
on PERMIT
06M — specifi
Iv. 11110"" PUINAINT 10 111 DWALM MATURE Of WORK
Irevwo cbmplaft kt of components an back of thk fonvo I 2---Residential or 'D Commercial
It 0 S Paco E3 Recened 0-16�nfral 13 Plow &��ew Building
Ai I C*Wdiolning: 0 It m (3 "MI 0 Exis.fing'SuIlding
c� System; aterial 0 Replacement of existing system
Maximum capacity cf.m. 01-NOW installation(No system previously Instaft.ed)
or-adT-ontoexIsttng-3ystwn- -
other — Specify
C061iing towor: Caosciffy
Fire sprin!Ilon: Niumb4w of 111041411
13 , Manfift E3 Escalato (.number)
THIS $PAC* 00111, OFF10 USE ONLY
Gasoline pumps —(number)
TSAI —(number)
06 c"ftifters (number)
Unfired preaure r"
hum Permi* Approved
Oiiser speciiy Per mit
08T AM E114MOMENT
*IR CONUTIONI[No AND REFRIGERATION EQUIPMENT
avadty Approving
mmur t1aftl Description MOM NUMbor 3ftnufaabnor (TO") AgOW
747
IIIIIIAT]ING FURNACES, BOILERS, FIIREPLACES
NUMbff Units Dwc�pu= MoOd NUmber 11111aludactow
T*KS
X"y X=*S1 capacity T�W TAqj2jA Name of saw
and No. y
1-4 of
r 35(*-5440
14-342 F. &C,
a-I t-a F.'a-c-
N N
&B PLY GIR E ? 0*-12-'2 J BR6.
Lc
0
ul
N A
N 7
cl
in
pz
cq I ITZ
cc 't Z'�a p4y jlre�F-
lu
14,EY 140MEci
LOT 33 OCEAN WALK
00 SQ. CUT 5: 12 SO"O.H.
PLAN# 2S40
l4rey%it F6'tJ Op,
v g-3L(0 vc-e at tA 7v
2 0-4
. 70P CUORD 2X 6 SO- PINZ #2 =.ZXC=T AZ OTH=WIZZ SHOWN
X30T =ORD 2X j So. PI%lZ 02 OEM This =.zsa designed in accordance with TPI-78
WEaS ZX 1 50- PINE
This 11 Hip is desiqned to car=-1 710- Jacks with no webs
41 HIP 710" STBK
2X 4 SX12
r
2xq 3X12 2x4 12 KD Sa.Pine
,,,I,t.ouu/ r
6x4
VV
KATE TYPE---lLP7NE
JERAL NOTE:-'- vwmtmrrtp4 a. WFMING — mu6m mapin maithe OESMU CRIT TPT R Er-
D.L=ITA 1.020A hal"Aluft =*ftCTC-m;aG FULLO&M " arx-M Craa as )ftmLm, E=lom ad C LL 20 f)ps- CATE 5/18/79—
m TK TUN= MIL IUILT in =7mrrp"VIM I WILATI 01=134. IN WIM".m —==XWO r -- E/7�9�
Cz = IMIL IMAOL ' 11 TAM"AACC ZMTTTUTC CTPU. WYAC qftL ImMas rM,ha aemffxmmljCw- TC OL 7.B PEP 0 Rvr-a.h .7 t.
C= = Jd W^VAIIn CF IMS CMIGM. WRM M UMIJUL WtM CIPT). = T1413 USIGH nX Ape AMUMM me
t aw nmammCTU*D nm Miramm sam maTum; '-ft,I tx--:FL uoczus vairsuzas. um mr .21., . 1 .0 EC OL to.a PSF E%n- v-A-R-/0 A C.i
*Amu&*W &GO""S ==& UIEY W M QUa malfW., Ito ;"lItd9 clan An )4T F"T mm -I OT.LD. n Lei. 2E-0-0
Cz Ott*.-NftL W--'"14Q U"A.*C It-KIM IQ 4014 1 A=of lit"al "Miul vr r"ImLl ftPLM M&AII3134 47.Q PSF fa/
U431-Al"- UXUW 1116 SWAM CM WS-12510L MMERMY"A.L90ML61'"41=3 CKILU4. *�391 MftL I&MWCM bit 0Lq 1.3n ITCH q.0/12
..:j . Aft -r Ift-60.1IM36 Loa. WA4#j&;IIGjbM Up 14 '.vW al" mulmn VXL,4 v 3 IM so -- I P
9.
silo ftfimillm. "IMAA" I*anowds, 10"Im-D fa to 'U. 11'riLl.
0. 1.. Autc 1-pac:%-G 71 ST3X 17YPE -#1 HIP
TOP CHORD 2X A SO. PINE #2
BOT CHORD 2X 4 So. PINE 02
WEBS 2X 4 SO. PINE #3
This truss is designed in iccordance with TPI-78
-..q 0
IX2 qXG
IX3
4f--12 4.00
2X7
5XG 2.5Xq
fl�s.0
11 ma"it. mm
-a do —25-0-0
PLRTE TYPE--RLPINE
— — — — — — GENERRL NOTES WRRNING DESIGN CRIT TPT REF 1/79".
Tc LL 3
'=0—3 C= = US OMICA FIR UAIM W(APNE COSWCMU ME FML&M, FM EXTWE =6 In WAXING, Wmm an 0.D PSF offrE ; 5/113
[DESIGN FREF
T" LL E 79]
.13_�O OA-G
c= UKESS D* TMAKS FOE lUm.T in OWWRYS"VITH I an In 51"IM. me culwmr. so Imm vow ffr 25 C
-3 L_ D r
C= a%g@QL fWft ' BY TWAS PLATE WFITUTE CWJ). TKK SWXL 7AUUMS "COrMT11111 1110 RECCW*MMTI*d' TC OL 7.0 PSF DRWG.
l3r OL
HE NO 1111810IIIES OF IMS MSIGN. EVRES 02 WftlEo. RLPIK (fPl). AE TRIG QUIGH FM RIN AwIllowm ENG
c= I_pl I Um"11.61S ME iWASMINVA FWM GFLVMIZW SUEEL RUTIPIG TWE SMUL ONWING.WSOINEREMS. VNm lop GG OL 10.0 PSF ENG. O.fl-N,/0AG
/-IF % jQj Lo o/ L
RUISIKMNIS CF Min&M GWM A. TM All.2D GaicE W&M FM NOTION,Omm ME NOT F&LLI Wall
0 R E 5
2
cp
UINEAVISE SNUI 04 OftL IIE WKUD 10 a0lft tX0 OF Toin Rf I ATEWLI ST FXrMT WftUO ofmara Mom" TOT-L-0. V.0 PSF / LEN. 25-0-U
L"al-mlif, loallmnssamounusmsmu. o"qu"Daus [a mto CEtLfw.. mEl SAILL K 11MCM fit p I TC
1.33 PITCH 14.0/12
RAMME 4"K"UNG 001 UA. SEM11A llbfH$vP to 11-Ma K A IW[rM WCL49 OF 3 FEET Sta
LID Z" Typ
1 i6h)PE"111W 10 tNCUUIW IN 0VU&L UDJ;I*W 18 9'. 18 IMF 0. C. USK"IVUI. 2q.0" TYPE HIP
mj
WEBSs ZX4 #3 HEM-FIR,.-PIR-LARCH. OR
WEB NOTES ----------
3X4 241 7" 80. PINE. =5T8NDflR0=
R L P I E
TRUSS
RBQUT�_ 904-355-661-1 ALPINE ENGINEERED PRODUCTSIINC.
5X4 24' 7" P.D. BOX 2225
POMPANO BERCH,FLORTOR 33061
305-781-3333
LOCATE TOP CHORD OFF-PANEL SPLICE
WITHIN 6" OF PANEL L/4-POINT. DESIGN CRITERIA TPI
24' 7-
4X4 TC LIVE LOAD a 39.Z PSF
DASHES SHOW TC DEAD LOAD a 7.Z PSF
DIRECTION OF BC DEAD LOAD a 10.9 PSr
1.5X3 ELONGATED TOTAL - 47.0 P5r
HOLES IN lip DUR. EACTOR 1.33
PLATES ON TYPICAL CONTIWUOUS JOINTS SPACING 24.Z" OC
So . OVERALL SPANS
zg��4 06
PINE 2X4 TC 2X4 BC
SS DEN KD 24' 7" 24' 7"
SS DEN 24' 7" 24' 7"
4 EQ. TC PAVELS SS KD 24' 7" 24' 7"
2 ED. BC PANELS 55 24' 7" 24' 7"
MEASURED FROM
3Xfi 24' 7" ZN81131 ACARIP5 #I DEN KD 24' 7" 24' 7"
2X6 24' 7* #1 DEN 24' 7" 24' 7*
2X5 2 3 0" #1 KD 24' 7" 24' 7"
2 4' 7" 24' 7*
MIN BRG SPAN
#2 DEN KD 24' 7' 24' 7'
#2 DEN 2 4' 7" 24' 7"
3.50" 24' 7" #2 KD 24' 7" 24' 7*
5X6 7' #2 1 24' 7" 1 23' 11" 1
LOAOING SPACING
47.0/1 .33 24 . 0
md --24' 7 MfiX
FLATE TYPE--RLPINE 2X4/2X4 PITCH
I-ESS THESE SPECIFICATIONS FOR LUMOER RIJO TRUSSES REGUIRE EXTRE11E CARE IN HMOLING,
GE14ERAL NOTES FLPIt4E COP2400115 RRE FbLLOWEO RNO THE WARNING ERECTION 44 BRRCING. SEE 'BUT-76' 42WBS ou 4.0/12
I HU.!XG BUILI IN COHFUW*#fE VITH 'OiIRLIIT CONFRUL nANuflL' BY &TPI, IIINK114(i 9000 rUSSES: COmENTRRY RNO REpn'IENDR71ONS - Efm Te
i C SIALL BE 110 VARRIINIIES nF THIS UESIGN, E)(PRC99 OR IMPLIED. %IPII, SEi THIS DESIGN FOR H0017IDNRL SPECIRL SRF%CING
RE
HLPINE CENMECTURS ME nHtXjl-RCIURED FPIOM 20 MUGE GFLVRNIIM STEEL REOUIREMENTS. UNLESS OTHERWISE SHOVU, TOP Cilom SluiLL SPANS TO 24' 7
10
IJNLEljS 0711ERWISE 90wk, rlEETING REOIjIREm-NrS OF FISIm M40 GRROE A. BC LATERII.LY OURCED iITH PROPERLY R77111CHELI PLfW0OO
IdIPLY CUNREVORS III IfOld FFICES III EfICH JOIN[ RNO LomrE HS SHOWN. SHEATHING. BOTTUM C"O WITH RIGIO CEILING OR d it
I JG FW010A COPYRIGHT 1979 4029442
tj[,jRjNG VIOIHS RAF 4' NMIW4. UNLESS OTHERWISE SHOWN. DESIGN RT rMIMUM OF 10 FEET 0. C. 00 NOT USE THIS OES GN Q.
SjljwoWWj CONFORM VI(H WIPLIMBLE PRVVtSION3 OF aNOS-77 ilNO OTPI-78 VITH FIRE RETFRPIVIT tRERTEG LUMOER. V,
ED
.*--IPI - TRUSS FLIITE IWJT17UIE, NDS - NRIIUNtlL riiSIGN ;KcIricarion FOR WOW COnSTRUCTIDN 3/22/79 DRAW# A424.042
PURNIS11 A COPY Ur THIS DESIGN TO ERECTION CONTRACTOR A-MI-CC"- 47/1.33-30+ 7+19- 24
JOB: 13812 KEY HOMES *2340 THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR
TOP CHORD ZX4 SO. PINE #1 DKD 15X TC X-LOC L-R : 0.29 3.81 8. 15 12. 10 16.05 29.00 23.95
SOT CHORD 2X4 SO. PINE #1 DKD 15X 27.9Z 31 .85 36. 19 39.71
WEBS 2X4 SO. PINE *3 19Z. EXCEPT AS SHOWN SC X-LOC L-R: H.29 3.81 8. 15 12. 10 16.Z5 29.09 23.95
27.90 31 .85 36. 19 39.71
NJ
iWl-2X4 SO. PINE *2 19% w
SINGLE CUT WEB *-BC:9 ;2 ENDS: 1 ,3.5,7, 11, 13,15.17 Ln
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND co
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. PROVIDE FOR HORIZONTAL MOVEMENT OF 5/8" DUE TO LIVE LOAD m
SEE DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. - AND 3/8" DUE TO DEAD LOAD AT ONE SUPPORT. CD
0
NAILS: 0.131"x1.375" SCOTCH NAILS OR EQUAL. CIRCLED NUMBERS SHOW REFER TO DRAWINGS A103 AND AIZ4R FOR OVERHANG DETAILS. C:)
w
NAILS REQUIRED ON NEAR FACE, SAME NUMBER REQUIRED ON FAR FACE. + VERTICAL DEFLECTION AT THIS POINT IS 1.07" DUE TO LIVE LOAD AND .60 co
SEE DRAWING 142 FOR TRULOX INFORMATION DETAIL. " DUE TO DEAD LOAD.
SEE DRAWING A115 FOR FILLER DETAIL.
R6
3X4 3Xq
2.5X4 2.5X4 2.5X4 2.5X4
n
12 12
5.00 4 5.00
5XG 7XB 5X6
3X12 2.50 GX7 7 2.50 3X12
2.5X 12 + 4 12
2.5X4 3x4 trulox 2.5X4
nail plate
2D-O-O ��O-O-O
20-0-0 1 20-0-0
40-0-0 OVER 2 SUPPORTS
R-18534 W- 3.51' R-1853� W- 3.51'
PLATE TYPE--ALPINE SEON--210311 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 13.2.8 SCALE- 0.1875
PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE DESIGN CR REF R235--3413
**IMPORTRNT** S'WL'L'NU'r IHEEREOSPONSIBLE FOR ANY WRRNING IN HANDLING, ERECTION AND
DEVIATION FROM THESE SPUIFICATIONS OR ANY DEVIATION FROM BRACING.SEE -89T-716",1849CING 9000 TRUSSES:
6, TC LL 30.0 PSF DATE 02/09/88
T
37F
C= THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFDRMICE COMMENTARY AND RECOMMENDATIDWS--TPI). SEE 0.0 PS
WITH THE MURLITY CONTROL MPHURL" BY rPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMA- TC OL 7.0 PSF ORVG HCUSR235 88040039
C= C:= ARE MANUFACTURED FROM 2D GAUGE GALYRIMIZED STEEL UNLESS NENT BRACING REouIREMENTS. UNLESS OTHERWISE 1 0 0 PS
OTHERWISE SHOWN, MEETING RECUIREMENTS OF ASTR FAIRS GRAM R. SHDWN, rDP CHORD SHALL BE LATERALLY BRACED a.. 8C OL 10.0 PSF HC-ENG r�,Ak_
PIN RPP -OW AND L:C:.M . ? -
C= LY CONNECTORS TO BOTH FACES AT EACH PROPERLY ATTACHED PLYWOOD SHEATHING, : :
WITH SF 0
SHOWN. BE RING WIDTHS ARE 4-NOMINAL JINLESS DTHERVIS BOTTOM CHORD WITH RIGID CEILING OR BRACING TOT.LD. 47.0 P /A LEN. 40-0-0
uss DESIGN S=ROS CCNFDM WITH RIPLICRIBLE PROVISIONS OF AS SPECIFIED ON DESIGN. DO NOT USE THIS DUR.FAC. 1 .33
P cnT) DESIGN WITH FIRE RETARDANT TREATED LUMBER. r(RED
19kos ft.w....
TTVrE. NOS-�Ar
_TPI - TRUSS PLATE IWST IONAL DESIGN SPECIFrCRTIDN FOR WOOD CONSTRUCIION SPACING 214 0 TYPT: SP C--
JOB% 13830 KEY HOMES *2349 THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR
TOP CHORD ZX4 SO. PINE *2 19% TC X-LOC L-R: 0.29 8.81 12. 17 16.08 2H." 23.92 27.83
Op CH 0
8 0 FTC H 0 R 0 2X8 So. PINE *1 DEN 19% 31 . 19 39.71
0
W BS
EBS ZX4 So. PINE *3 19X, EXCEPT AS SHOWN SC X-LOC L-Rt 0.29 8.81 12. 17 20.00 27.83 31 .19 39.71
i.WI_ZX 4 5
Wl-2X4 SO. PINE *2 19% 1 3 COMPLETE TRUSSES REOUIRED Fl:�
NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN AS EACH LAYER IS APPLIED
THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. FASTEN TOGETHER WITH : 16D NAILS co
TOP CH ------------------ 16' O.C. CD
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND WEBS ------------------ 4' O.C. STAGGERED CD
TOP To BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SOT CH ------------------ 2' O.C. STAGGERED C)
SEE DRAWING 130 FOR *PLATE LOCATIONS ON TYPICAL JOINTS. " NOTEt ( 1 ) 1/2" DIA. THRU BOLT MAY BE SUBSTITUTED m
FOR (2)-16D NAILS IN BOTTOM CHORD ONLY.
SINGLE CUT WES *-sc:6 ;2 ENDS: 1 .3.9. 11 NOTE: LOCATE STAGGERED BOLTS 2" FROM OUTER EDGE OF CHORD.
BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER
82 08-ff9-12: 1 BLOCKS 24" LONG - 26 l6d NAILS/BLOCK THIS GIRDER HAS BEEN DESIGNED TO SUPPORT:
83 27-19-00:2 BLOCKS 24" LONG - 29 16d NAILS/BLOCK FROM ONE SIDE--40' ff" OF SPAN FRAMING TO THE BOT CHORD
OPPOSITE SIDE- 2' Z" OF SPAN FRAMING TO THE TC/BC SPLIT
SHIM ALL SUPPORTS TO SOLID SEARING. GIVING A TC LOAD OF 74 PLF AND A BC LOAD OF 906 PLF
BEARING LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR
TO INSURE PROPER ERECTION.
5X5
4x6 4X6
GX6 2X4 6xs
5.00 5.00
3X ) 3x
loxio 2X8 3X5n
2X8 8x8
20-0-0 _] 20-0-0 12-2-0
40-0-0 OVER 4 SUPPORTS
R-41739 W- 3.51' R-04984 V- 3,5L R-151429 W- 3.51- R-5820t W- 3.51'
PLATE TYPE--ALPINE SEON--210322 FL)RNISH 8 COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 13.2.9
MMETS, INC. TRUSSES REOUIRE EXTREME CARE DESIGN CRIT TRI REF R235--3424
an **IMPORTANT** %'ft'!EN'0TTNEEEqVm"6TILE FOR MY WARNING IN WAMING. ERMTION AM 0
a'
ANO
'FE
_r
59'E
"A
S,
E]�:
E
myINTION FRW TWA VnIFtCRTIONS OR FW DEVIATION FROM VWING.SEE '5VT-TS',UV=ING V= TRUSSES: TC LL 30.0 PSF DATE 02�09�68
U ...........
THIS DESIGN ON ANY FAILURE TO WILD THE T&M IN CDWDRrft4CE CWENTRRI AND RECOMMENORTIONS-471), SEE
WITH THE MUALITT CONTROL MANUAL'BY rPl. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PEAmA- TC OL 7.0 PSF 'ORVG HcusRms agoqooqs
ME MRNUFPCTLREO FROM 20 GWGE GALVFWIZED STEEL UNLESS OW OWING REQUImEMENTS. UNLESS OTHERWESE
OTHDWISE SHDW`N, MEETING REQUIREMENTS OF ASTVI A449 GRACE A. SHOWN, TOP CHDRO Sl*'&L BE LATERALLY BC OL 10.0 PSF HC-ENG I>
IN
APPLI CDWWCTD$tS TO BOTH FACES AT EACH JOINT AND LOCATE AS WITH PROPERLY RTTApcwE0 PLVVOOO ING,
TRUSS SHOWN. SEARING WIDTHS ARE 14' NOMINAL UNLESS OTHEPWISE SHOWN. 501TOM CHORO WITH C NG 'TOT.LO. 47.0 PSF O/A LEN. 40-0-0
RIGIO CEILINU ON It (PC
jr
TRUSS DESIGN STANDARDS CONFORM WITH FfPLIU%6LE PROVISIONS OF AS SPECIFIED ON DESIGN. 00 NOT USE THIS
*NOS AND *TPI (PCT). LUMBEA. 1 .33 PITCH 5.0/12
OESIrN VIT14 FIRE RETTAAM3ftT TREATED
.--tPI - T4VSS PLATE IMSTITuTE. NM - NAlIONHL DESI.GN PECIFICF0104 FOR WL=CONS7RWIIt ......... .. SPACING SEE ABOVE ITYPE COMN
JOB: 13818 KEY HOMES *2340 THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR
TOP CHORD ZX4 SO. PINE *1 DKO 15% TC X-LOC L-R: 0.29 3.81 8. 15 12. 10 16.05 29.00 23.95
BOT CHORD 2X4 SO. PINE *1 DKD 15X 27.90 31 .85 36. 19 39.71 C::
'o
WEBS 2X4 SO. PINE *3 19%. EXCEPT AS SHOWN BC X-LOC L-Ri 9.29 3.81 8. 15 12. 10 16.05 29.Zff 23.95
27.90 31.85 36. 19 39.71
FtWI-2XA SO. PINE *2 19%
SINGLE CUT WEB *-BC:9 ;Z ENDS: 1 ,3,5,7,11 , 13, 15. 17 Ln
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND cc
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. PROVIDE FOR HORIZONTAL MOVEMENT OF 5/9' DUE TO LIVE LOAD a)
SEE DRAWING 138 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. - AND 3/8" DUE TO DEAD LOAD AT ONE SUPPORT. 0
REFER TO DRAWINGS A193 AND A194R FOR OVERHANG DETAILS. C:)
+ VERTICAL DEFLECTION AT THIS POINT IS 1.07" DUE TO LIVE C:)
LOAD AND .60" DUE TO DEAD LOAD. SEE DRAWING A115 FOR FILLER DETAIL.
6x7
- 3Xq 3X4
3x4 3x4
12 12
4x7 5.00 5.00 4x7
wi 7X8 W
3X12 6x1O 3X9 GX7 T GX7 2.50 6x1O 3X12
t2 3x9 12
�2x4 ��3xl�2 + 2x4
3x12
20-0-0 L2D-0-0
20-0-0 1 20-0-0
40-0-0 OVER 2 SUPPORTS
R-18539 V- 3.Sl' R-18539 V- 3.51-
PLATE TYPE--ALPINE SEQN--210312 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRPCMR REY 13.2.6 sclu-0.197s
PROWS, INC. TAIJSSES REOUIRE EXTREME CARE DESIGN CRIT TPI REF R235--3414
C= C= **IMPORTRNT** "" "NEEeFED FOR Pay WARNING IN HANDLING, ERECTION AND
C==
SMALL NOT BE A 1PONSIBLE
DEVIATION FROM THESE SPECIFICATIONS 01 ANT DEVIATION FROM SRACING.SEE 'BUT-76',(BRACING WOOD TRISSES: ..........
ME am
ON AND
RUSSES. N TC LL 30.0 PSF DATE 02/09/88
THis ouirm OR so FRILuRE TO BUILD THE Tims Iw cwvnwx COMMENTART AND RECOMMENDRTIONS--TPI). SEE );
lq*%40.
H ERVIS
f 7E . 'i
WITH THE MURLITf CONTROL MRNIJAL'BY TPI. ALPINE CONNECTORS rHIS DESIGN FOR ADDITIONAL SPECIAL PERmR- ct� TC OL 7.0 PSF DRVG H=Rms no,400qo
C= W MF#&1F"CTtRE0 FROM M GWGE GRLVANIUO STEEL LINLESS WENT MMING REMIREmENTS. L"_ESS;OTHERVI
BC OL 10.0 PSF HC-ENG
r= IN OTHERWISE SHOWN, MEETING REQUIREMENTS OF ASTR FW46 GRADE A. SHDVN, TOP CHORO SHALL BE LATERALLY BRACED V,
ATHING, 47.0 PSF 0
SHOWN BRACING
DESIGN STANDARDS CONFORA WITH APPUCROLE PROVESTOW OF
APPLI CONNECTORS TO BOTA FAMS AT EWH JOINT AND LOCATE AS MIT14 PROPERLY ATTACHED PLYWOOD SHEATHING
C= BEARING W107HS ARE V NOMINAL LALESS OTHERWISE SHOWN. BOTTOM CHORO WITH RIGID CEILING OR BRRCI;� TOT.LO. /R LEN. 40-0-0
TRUSS gt:%IFIW ON DESIGN. 00 NOT U% THIS ..........;;o*As
IT ,0* OUR.FFC. 1 .33
lows AND orpr CPCTI. Rose H FIRE RETARDANT TREATEMID LLqw.
L ---T?l - fRuss PLAIE IMSTITUT MOS - %FTIONAI_DESIGN SPEtIFILATION F41A IJODO CoNsTimitoN] ...... SPACING 24.0' TYPE SPEC--
JOB% 13829 KEY HOMES #2340 THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR
TOP CHORD ZX4 SO. PINE TC X-LOC L-Rt 0.06 3.81 8.15 12. 10 16.H5 29." 23.95
BOT CHORD 2X4 SO. PINE 27.9Z 31 .85 36. 19 39.71 C=
WEBS 2X4 SO. PINE *3 19% BC X-LOC L-Rt ff.00 3.81 8. 15 12. 10 16.05 20.09 23.95
27.9Z 31 .85 36. 19 39.71
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND
ITOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SINGLE CUT WEB *-BC:9 ;2 ENDS: 1 ,3,5,7.11. 13. 15, 17 Lrl
SEE DRAWING 13H FOR *PLATE LOCATIONS ON TYPICAL JOINTS. - co
PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. CD
BEARING LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR 0
TO INSURE PROPER ERECTION. REFER TO DRAWINGS A103 AND AIZ4R FOR OVERHANG DETAILS.
0
+ PROVIDE CONNECTION FOR 1761# UPLIFT. ANCHORAGE MUST SEE DRAWING A115 FOR FILLER DETAIL.
BE TONCINUOUS TO THE FOUNDATION.
SHIM ALL SUPPORTS TO SOLID BEARING.
Wl-2x4 SO. PINE #2 19%
6x7
3x4 3X4
4X7 3X4 wi 3x4
12 11-1 12
6xlO wi 5.00 - 5.00 4x7
2.50 6x7 7x8 6x7 2.50 6xio
3x12 3XG 3x9 12 3x:12
. 2x4 3x6 2x4
2-6-0 20-0-0 20-0-0
O.H. 20-0-0 20-0-0
R-234819 W- 3.51" '10-0-0 OVER 2 SUPPORTS R-13854 V- 3.51'
PLATE TYPE--ALPINE SEON--210314 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTDR REY 13.2.8 GCRI-0.187S
ALPINE DGINEERED PRODUCTS, INC TRUSSES RECUIRE EXTREME CARE
**IMPORTRNT** 9flt.MDT BE RESPONSIBLE FOR Awy* ORNING IN Hivmmr, ERECTION AND DESIGN CRIT Tpl REF R23b--3416
=f*li--:3 DEVIATION FROM THESE SPECIFICATIONS 04 MY DEVIATION FROM SRRCINr.SEE -8WT-79-,aMIN9 WOOD TRUSSES:
tE COMMENTARY AND RlCOMMElWTIDNS-#TPI). SEE
THIS DESIGN OR ANY FAILLRE TO SUILO THE TRUSS IN CDNFORfW, TC LL 30.0 PSF DATE 02/09/88
C=
WITH THE `DUALITY CO0"OL M*AJFL- By IPI- ALPINE CONNECTORS THIS DESIGN FOR FODITIONqL SPECIAL PEFIA- TC OL
ATRUSS 7.0 PSF ORVG HcusRm aeo%ooqi
r" ARE MIRMUFACTURED FROM 2D GAUGE G&VFWtZED STEEL UNLESS NEWT MACING REGUIREMENTS. UNLESS OTHERWISE
OTH EAV ISE SHOWN, MEETING REQUIREMENTS OF RSTn M46 CARDE R. SHOO, TOP CHORD SHALL BE LATERALLY BRACED No 347 10.0 PSF HC-ENG t>
AP BC OL
PLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS KITH PROPERLY ATTACHED PLYWOOD%"THING,
SHOWN. WARING Vt
HS ARE 4,HOMIWL UNLESS I
OT= SE I- BOTTOM 04m WITH RIGID CEILING OR WMING 10. qp TOT.LD. 47.0 PSF O/R LEN. 40-0-0
F OUR.FAC. 1.33
SPACING 24.0- TYPE SPEC
TRUSS DESIGN STANDARDS COWORM TIM APPLICABLE OF AS SPECI IED ON DESIGN. 00 NOT USE THIS
Sams AND#TPI fPCT). I DDIGN VITH FINE RETARDANT TREATED LUMBER.
I- TRUSS PLATE INSTITUTE, KOS - NATIONAL DESIGN SPIECIFICRTION FOR YODO CONSTRiXilow
- - - - - - - - - - - - - -- -
JOB: 13825 KEY HOMES *2340 THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT. SUBMITTED BY TRUSS FABRICATOR
TOP CHORD 2X4 SO. PINE *1 DKD 15% TC X-LOC L-R: 0.00 6. 15 8. 15 12. 10 16.05 20.06 23.95
SOT CHORD ZX4 SO. PINE *2 DEN 19% 27.99 31 .85 33.85 39.71 C=
WEBS 2X4 So. PINE *3 19% 8C X-LOC L-R: 0.2rg 6. 15 8. 15 12. 10 16.05 29.00 23.95 cn
27.90 31 .85 33.85 39.71 X
Nj
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND ci
ITOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SINGLE CUT WEB *-BC:9 ;2 ENDStI .3,5,7. 11 . 13, 15, 17 Ln
SEE DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. - co
PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. co
BEARING LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR 0
TO INSURE PROPER ERECTION. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS.
+ PROVIDE CONNECTION FOR 1656# UPLIFT. ANCHORAGE MUST SEE DRAWING A115 FOR FILLER DETAIL.
BE TONINUOUS TO THE FOUNDATION.
SHIM ALL SUPPORTS TO SOLID BEARING.
5X5
3x4
4X4 2.5X4 3Xq 2.5X4
GX6
5.00 t 2 12 5.00 4x4
6Xe
X7 5X7 6x6
3x9 4X6 12 2.50 3x6 2.50 12 3X9
2.5X4 3XG 4x6 2.5x4
2-6-0
O.H. 20-0-0 j 20-0-0
20-0-0 -1 20-0-0
40-0-0 OVER 2 SUPPORTS
R-22D89 W- 3.51" - R-1525� W- 3.51'
PLATE TYPE--ALPINE SEON--210319 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 13.2.8 SCALE-0.1875
RLPINE EMINEERM PRODWTS, INC. TRUSSES RETIUIRE EXTREME CARE
**IMPORTANT** SHFIJ.NOT BE ROPONSIBLE FOR ANY WARNING IN HAaiw, DESIGN CRIT REF H235--3421
ERECTION FM IT
DEVIATION FROM THESE SPECIFICATIONS 01 MY DEVIATION FROM MCING.SEE 'UT-76',LaRACING VOW TRUSM:
THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE Cow TART AND RECCMMENDRT TONS-*TP 1). SEE TC LL 30.0 PSF DATE 02/09/8B
PSF
7.ol
10
WITH THE 'OUALITT CONTROL MFINUAL-BY TPI. ALPINE CONNECTORS THIS"
C= DESIGN FOR RDOITIDNRI. SPECIAL PERMR- 44; TC OL 7.0 PSF ORVG HCUSR235 88040044
Vr
ARE MANUFACTURED FROM 20 GRAE GALONIZED STEEL UNLESS WENT BRACING.REGUIREMENTS. UNLESS OTHERWISE
OTHERWISE SHOWN, MEETING REOUIREMEWS OF FISTM FV446 GRADE R.
SHOWN, TOP CHORD SHF%.L K LATERPLLY OR 34 BC OL 10.0 PSF HC-ENG
LPIN ACED X"W
APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE RS VITH PROPERLY RTTKNED PLYWOOD SHEATHING,
47.0 PSF
SHOWN. SEP.91NG VLOTHS ARE 4-NOMINAL LO&ESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRACING 1� cop%'D TOT.LD. O/R LEN. 40-0-0
DESIGN STANOPM CONF- WITH RIPLICFALE PRovISIONS OF
' =ATRUSS FS SPECIFIED ON DESIGN. 00 NOT USE THIS C/ .........
OUR-FRC- 1 .33
NOS ApQ *TPI (PCT), DESIGN WITH FIRE RETPMAMT TREATED LLMER.
S
ION FUt ZC� GJN3TR.Cllrx PAC I NO' 24.0- TYPE SPEC--
JOB: 13824 KEY HOMES #2340 THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR
TOP CHORD 2X4 SO. PINE *1 KD I5X TC X-LOC L-Rt 0.90 4. 15 8. 15 12. 19 16.05 29.00 23.95
BOT CHORD 2X4 SO. PINE *2 DKD 15X 27.90 31 .85 35.85 39.71
WEBS 2X4 SO. PINE *3 19X, EXCEPT AS SHOWN BC X-LOC L-Rs Z.00 4. 15 8. 15 12. 10 16.05 21Y.00 23.95 rn
27.90 31 .85 35.85 39.71 m
:Wl-2X4 SO. PINE *2 19X
SINGLE CUT WEB #-BC:9 ;2 ENDS: 1 ,3,5.7, 11 , 13. 15, 17 r-n
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND co
TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. co
SEE DRAWING 13H FOR "PLATE LOCATIONS ON TYPICAL JOINTS. '
BEARING LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR
REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. [TO INSURE PROPER ERECTION. 0
+ PROVIDE CONNECTION FOR 1563# UPLIFT. ANCHORAGE MUST SEE DRAWING A115 FOR FILLER DETAIL.
BE CONINUOUS TO THE FOUNDATION. SHIM ALL SUPPORTS TO SOLID BEARING.
3x4 5X7
3X4
2.5X4 2.5X4 2.5X4 2.5X4
12 12
5.00 5.00
GX8 6XB wi -
5X7 5X7 6x8
3xlO 3XIO 12 .2.50 2.50 12 3XIO
2X4 + 2.5Xq 2.5X' 3xlO .2x4
2-6-0 -4-0-0
O.H. 20-0-0 20-0-0
20-0-0 2D-0-0
40-0-0 OVER 2 SUPPORTS
R-20B49 V- 3.51' R-15499 V- 3.51'
PLATE TYPE--ALPINE SEON--210317 FURNISH A CDPY OF THIS DESIGN TO ERECTION CONTRACTOR REY L3.2.9 SCALE -0.1975
PRODUCTS, INC. TRUSSES AECUIRE EKTREME CARE
C= **IMPORTANT** 'MTENln'5lEEEREDPONSI5LE FOR my WARNINGiN HAMMING, ERECTION A0 DESIGN CRIT TpT REF R235--3419
C=
MIATION FROM THESE SPECIFICATIONS 01 ANY DEVIATION FROM N=jNG.SEE -UT-79-,IMMING VOW rRUSSES:
C= C= THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMAlmCE C ...... TC LL 30.0 PSF DATE 02/og/BR
TART AND RECOMMENDATIONS-oTPI). SEE IF
C= VITA THE 'DUALITY CONTROL WMJPL*BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPMIAL PPERMA- lq;% TC OL 'ORVG HMMM 88040oq -
C= ME MFNXRCTURED FROM 20 GAUGE GFLVFNIZEO STEEL LALESS WENT BRACING REOUIREMENTS. UNLESS OTHERWISE �47 '. % 7.0 PSF 3
I ;0 0
OTHERWISE SHOWN, riMlING RECUIREMEWS OF %In A446 GRACE 0. SHOWN, TOP CHORD SHRU BE LATERALLY BRACEO
VITH PROFMy RTTRCHEo FLrv000 sHEATHiNc,
APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AM LOCATE FIS BC OL 10.0 PSF -ENG
IN HC
T'Uss NG TOT.LO. 47.0 PSF 01A LEN. 40-0-0
SHOV . BEARING WIDTHS ARE 4'NOMINFL UNLESS OTHERWISE SHOWN. BOTTOM 04DRO WITH RIGID CEILING OR NMI
S,
RUSS DESIL STANDARDS CONFORM WITH m4lucsmu PROVISIONS OF As SPECIFIED ON DESIGN. OD NUT USE THIS ...........
*NDS PC OrPl MM. f DESIGN WITH FIRE RLtRROANT TREATED LUMBER. MR.FAC. 1 .33
---TPI - rRLISS PLATE [ATITUTE.
NOS - hATIONRL DESIGN SPECIFICATION FOR WOW CONSTRUCYIDi SPACING 24.0" TYPE SPEC
JOB: 13823 KEY HOMES *2340 THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT. SUBMITTED BY TRUSS FABRICATOR
TOP CHORD 2X4 So. PINE 1 DKD 15% TC X-LOC L-R: 0.08 3.81 8. 15 12. 10 16.05 20.00 23.95
Ho
SOT CHORD 2XA SO. PINE ill DKD 15% 27.90 31 -85 36. 19 39.71
WEBS 2X4 SO. PINE *3 19%, EXCEPT AS SHOWN BC X-LOC L-Ri 0.00 3.81 8. 15 12. 1iff 16.05 20.00 23.95
27.90 31 .85 36. 19 39.71
SC
F:WI-2XA So. PINE *2 19%
SINGLE CUT WEB *-BC:9 ;2 ENDS: 1 ,3.5,7. 11. 13. 15,17 ul
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND co
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. co
SEE DRAWING 130 FOR -PLATE LOCATIONS ON TYPICAL JOINTS. "
BEARING LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR CD
REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. TO INSURE PROPtR ERECTION.
Nj
+ PROVIDE CONNECTION FOR 1548# UPLIFT. ANCHORAGE MUST SEE DRAWING A115 FOR FILLER DETAIL.
BE CONTINUOUS TO THE FOUNDATION.
SHIM ALL SUPPORTS TO SOLID BEARING.
6x7
3x4 3X4
3x4 Wl 3x4
L2
40 5-00 5.00 .4x7
6XIO 3X12 12 2.50 60 7x8 60 3x9 2.50 12 wl 6xlO 3XI2
3x12 3x9
2X4
3x12 2x4
2-6-0
O.H. 20-0-0 2D-O-O
2D-0-0 20-0-0
40-0-0 OVER 2 SUPPORT
R-20644 W- 3.51' R-ISGot V- 3.51'
PLATE TYPE--ALPINE SEQN--210316 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 13.2.9 SCALE -0.187S
TMJSSES RECUIRE EXTREME CARE DESIGN CRIT TPT REF R235--341B
**IMPORTANT** ',,L"L',',T il)E`EE.REpDWP`RmLuEcFTsR' 'Fwwc T' WARNINGim HANDLING, ERECTION AND
ME C ME
DEVIATION FEW THESE SPEZIFirAnows OR ANY DEVIATION FROM BRACING.SEE 'UT-76-,15MING WOOD TRUSSES: DATE 02 09/88
SEE
E="ISE
a
ING
IF]
C= C-1 THIS DESIGN Oft MY FRILLRE TO BUILD THE TRAIS IN CONFORMCE C TART AND RECCIMMENDRTIM-471). SEE TC LL 30.0 PSF
WITH THE 'WLITY CONTROL MPKjRL' Ff TPI. ALPINE CONNECTORS
THIS DESIGN FOR ADDITIONAL SPECIAL PEAMA- 4,' q' TC DL 7.0 PSF ORVG
ARE MWJFKTLRED FROM 20 GXJGE GALVANIZED STEEL L)NLESS NEWT BRACING REOUIREMEN7S. UNLESS OTHERWISE
OTHERWISE SHOWN, MEETING ft-DIJINEMENTS OF ASTVI M46 GRADE A. SHOWN, TOP CHIM SI-ALL BE LATERPLV BRACED
BC OL 10.0 PSF HC-ENG
PIN APPLY CONWCTORS TD BOTH FACES AT EACH XINT AND LOCATE RS WITH PROPERLY ATTACHED PLYW000 SHEATHING,
=3 SHOW t TOT.LD. 147.0 PSF OIR LEN. 40-0-0
W. BMING WIDTHS ARE 4'NOMINAL L%.ESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRRCI
SE "S
S, :,,:E.11FIED, ON DESIGN. 00 NOT USE oplo
ATRUSIS DESIGN TF&DIRDS CONFORM WITH Al-PLICRILE PROVISIONS OF is ..'g�..'
IN ...........*\
S OLR.FFIC. 1 .33
*NOS RD .111 Ipm TH RE RETARDANT W""RTMIEMO L
o.-rff - TRUSS PLATE INSTITUTE, NOS - NATIONAL DESIGN SPECIFICRTION FOR WOW CDNSTRtX7ICN ......... SPAC ING 24.0- TYPE SPEC
JOBt 13826 KEY HOMES *2340 THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT. SUBMITTED BY TRUSS FABRICATOR
FALLPT TOP CHORD 2X4 SO. PINE #2 KD 15% TC X-LOC L-Ri 0.29 7.10 13.55 20.00 26.45 32.90 39.71
OP CH 0 D
BOT CHORD 2X4 SO. PINE *2 KD 15%
80T 0
W W BS
EBS 2X4 SO. PINE *3 19X BC X-LOC L-Ro 0.29 10.32 20.00 29.67 39.71
P T
LATEIS ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND SINGLE CUT WEB *-TC: 1.7 BC:4
TnP To Ro.
TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. Lni
SEE DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. - CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. m
co
REFER TO DRAWINGS A183 AND A104R FOR OVERHANG DETAILS. IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO C:)
EOUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING C:)
BE C-1
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A CD
SUITABLE SUPPORT BY ERECTION CONTRACTOR.
Ln
5X5
2.5X4 2.5X4
5X6 5X6
12 le
5.00 5.00
4X5 4X5
��X4 ����5XB' 2.5X4
20-0-0 _L20-0-0
R-18539 V- 3.51' 40-0-0 OVER 2 SUPPORTS R-18534 V- 3.51'
PLATE TYPE--ALPINE SEQN--210321 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR NEW 13.2.8 MALE- 0.1875
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE ErrREPE DW
C= **IMPORTANT** SHML NOT BE RMPONSIBLE FOR ANY WARNING IN wmxiNr, ERECTION PAR) DESIGN CRIT TpI REF R 35--3423
. 0
13t
CEVIATION FROM THEM UnIFECRTIONS 01 ANY DEVIATION FROM 5RACINr.sEE -wT-76-,COucim WOOD TRUSSES:
p
C= = THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CDWORPIRNCE COMIENTARI FIND RECOWNDRTIONg-OTPI). SEE *. ......... TC LL. 30.0 PSF DATE 02/09/88
C= C= WITH THE `DUALITY CONTROL rANUAL"Of TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERnR- TC OL 7.0 PSF DRVG HCWRM5 MqO045
C= ARE FF#AfACTLRED FROM 20 GAUGE GALVANIZED STEEL UNLESS NENT BRACING REOUIREPWNTS. UNLESS OTHERWISE
OTWRWISE SHOWN, MEETING REOUIREMNTS OF FSTR FA46 MADE ft. SHOWN.
TOP CHM 9*k-L BE LATERl:LLT WIFICED SC OL 10.0 PSF HC-ENG V)
C=MOIN
APPLY CONNECTORS TO BOTH FACES AT EACH XINT PAO LOCATE AS WITH PROKRLY ATTACHED PLYWOOD SHEATHING,
SHO N. KRRING WIDTHS W 14-NOMI?ft UWESS OTHERWISE SHOW TT:�r()WITH RIGID CEILING OR BRACI TOT.LD. 47.0 PSF O/A LEN. 40-0-0
IFIJED D
TRUSS DESIGN STANDFIRDS CONFORM WITH APPLICABLE PROVISIONS .-�j w ON DESIGN. DO NOT USE THIS ORI
........ OUR.FRC.
OW AND &TPI tPCT) DEBIGN 91714 FIRE RETARDANT TINEATEWD L 1.33 PITCH 5.0/12
L7 .__(PI - tRJSS PLRTE INSTITUTE, NOS - NATICNRL DESIGN S;'EZ:F;CATJ0N FOR VOW CONSTRUCTION SPACING 24.0" TYPE COMN--
CITY OF A)"LANTIC BEACH, .,FLORIDA
pp,, d by APPLICATIiN4 FOR EVCTRICAL PERMIT
TO THE Cfii-F ELECTRICAL INSPECTOR: DATE:
IMPORTANT NOTICE:
IN CC",'SIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY I-GREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH i.RE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY CF
ATLANTIC BEACH ORDINANCES.
ELECTRICAL FIRM: STER ELECTRICIAN SIGNATURE _n U ab,.F
N.�ohlo E
—ADDRESS:— RFD--BOX_,.__._
BLDG.SIZE
—BETWEEN:
RESX I APT. ( comm. PUBLiC INDUS.
NEW OLD REW.
ADDI)'ION TRAILER TEMP. CA SIGNS SQ. FT.
SERVICE: NEW INCREASE ( REPAIR FEE
CONDUCTOR SIZE 4-4 AMPS Inn COPPER ALUM. (DO
SWITCH OR LIEAKER (PC" AMPS —1 PH -131m '�'O�VaVOLT RACEWAY
EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY
FEEDERS NO. SIZE SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN FTOTAL
RECEPTACLES CONCEALED OPEN 71�OTAL
1 0.30 AMPS. 31-1z)o AMPS.
SWITCHES
INCANDESCENT
FLUORESCENT&M.V.
FIXED _.R_.190 AMPS. ER
AIR Ff.?. RATING H.P. RATING
CONDITIONiNG C0!ll?.MOTOR OTHER MOTG��S AMPS CEIL hEAT: KVV-H-`AT
OVER
MOTORS H.P. VOLTAGE Phs NO.' I ILP. VOLTAGE PHS[.-
MISCELL.',%FOUS
--- - -------
TnANSFORMERS: U NDER 1300 V. OVE�-i 6,�a V.
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1�TPANSF -CH F!-P'�HEN
NO, V.A.
FG V."R 0
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Allstaft Electritilil CO"tfmctOf 6,Inc-
6901 Bonneval Ave.
P. 0, Box 19008
JACKSONVILLE. FLA. 32216
(904) 739-2700
EC #00 113
DEPARTMENT OF BUILDING
CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. 9460
PERMIT TO BUILD
THIS PERMIT MUST BE POSTED ON JOB rP,,710 T
rT,50CFT
Date January 27 19—IUL 7Q'i 13 1 a 21/I P/8
946L, *rJ-')C Ar-
Valuation$ Fee$ 62.50 7013 ( A P/I rP/q
L9
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.
This is to certify that Scott Plumbing CFC03S749
has permission to inntall Tilynabing
Classification New Residential _Zo.e RS-1
Owned by Key Homes of Fla.
Lot 33 Block Unit TV S/D Oceanualk
House No. 2340 Oceanforest Drive West
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
4 10 4 10 0 Building material, rubbish and debris
-zi from this work must not be placed
J in public space, and must be cleared
up and hauled away by either con-
tractor;or owner.
Bui 'a.
FOR OFFICE PERMIT DATE CONTRACTOR
USE ONLY NUMBER
PLUMBING
ELECTRICAL
SEWER
WATER
A*%.
CITY OF ATLANTIC BEACH
APPLICATION FOR PLU1,11BING, PERMIT
JOB LOCATION
r)e,
PLUMBING CONTRACTOR
LICENSE NUM�ERS -2
OWNER A�
BUILDING CONTRACTOR
TYPE OF BUILDING
SINKS SHOWERS
LAVATORY WATER HEATERS
2- BATH TUBS DISHWASHERS
-URINALS DISPOSALS
-2 CLOSETS WASHING MACHINE
-FLOOR DRAINS OTHER
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 No. 0410
FLORIDA
19-23
NAME Kr-Y
ADDRESS
CITY 10.00 Tt
2"!8/831
410 .OOCArr
7548 1 A 2/18/9'
RE-INSPECTION FEE $10.00 1000
'3
4)
When Signed, Dated and Numbered, This Becomes an Official Receipt
MAKE CHECKS PAYABLE TO Received Payment
CITY OF ATLANTIC BEACH, FLORIDA TREASURER
4,o
f)r
,Lr
9v-
t f f:4
APP R 0 V E 0
CITY OF ATLANTIC BEACH
BUILDING OFMCE
9
F t,ui
By,.-
DEPARTMENT OF BUILDING 9458
PERMIT NO.
CITY OF ATLANTIC BEACH.FLORIDA
PERMIT TO BUILD
THIS PERMIT MUST BE POSTED ON JOB
IRA*51 TL
Date jan=U 27 1q6*6?r1M
5 G 7G 1 A
valuation s 108.222.45 s 386.62 945.9 Onml
This permit not valid until above fee has been paid to City Treasurer,and is 5670 1 A P/04/1,1111
subject to revocation for violation of applicable provisions of law.
This is to certify that Walter Hagie
440 B Third Street Nepttme Reach 32233
Single Family
has permission to build-
Classification NeW ReSidential --Zone RS-1
Owned by way Hnmes nf Tz1 a-
Lot 33' Block Unit IV s Oceamalk
House No. 2340 Oceanforest Drive West
According to approved plans which ate part of this permit
NOTICE—ALL OON�TE FORMS
AND FOOTINGS MUST BE IN-
SPECTED BEFORE POURING.
PERMIT VOID SIX MONTHS
AFTER DATE OF ISSUE
4 10 4- 0 Building material,rubbish and debris
zi from this work must not be placed
in public space, and must be cleared
up and hauled away by either con.
trac T owner.
2/v?
Build
FOR OFFICE PERMIT DATE CONTRACTOR
USE ONLY NUMBER
PLUMBING
ELECTRICAL
SEWER
___.!tATER
Ask,-
PLANS REVIEW CHECK LIST
Owne /N
Add r 4 J
Legal Description A: �,3 Z Contractor
---------------- License Number(-1�5
�00--- R----------
License on File ES NO
Section 24-101 * Zonina EggLilgtione
Zoning District-12�-�--�------- Proposed Use,�;
Required Lot Size_2��-I j��,g Actual Lot Size
...........
Setbacks Required Provided Section 24-17
f ront 05 0,O)� CORNER LOT <j���TERI�ORL��T
rear 34/
Flood Zone
side-1
Required Elevation-q/ 2S
side-2 r/
Max. Height Allowed _12
__,s------ Proposed Height
Section 24-82 * Minimum Lot Coveragg
Required Heated Area
v/eProposed Area e 3 ------
Section 24-161 * Offstreet Parking
Number Spaces Required__-2--- Spaces Provided...12�------
Section 24zg? ± QMplicate Buildings
Is there a similar building within 500' of proposed building?YES
Utilities
Water and Bever Bervice is to be provided by:
Buccaneer Utilities
----- City of Atlantic Beach Utilities
----- Private Source SEPTIC TANK WELL
Plans Reviewed by j kex i�r,kal�e-kl- Date
Building Permit --"iSSUED DENIED
ly
iiddress kOT 33 c F"iAj (,j &A L-
9,? Y36
Heated Square Footage 9 @ $ S 6—yer sq ft = $
Garage/Shed 6q -3 @ $— per sq ft = $
Carport/Porch @ $ er sq ft = $
Deck @ $ __per sq ft = $
Patio @ $ yer sq ft = $ 9 96
TOTAL VALUATION
TotaT wiluaticyn ist $ 160
Ono
'R5 $ z
Rmaitider Valuation $ J ,?-�pe thousand or
portion thereof
-------------------------------------------- Total Building Fee $ c;2�/9, r)5-
ADDITIONAL PERMITS and/or FEES REQUIRED + k Filing Fee $ 11-�3, 99
Fireplaces @ 15.00 $
Mechanical
BUILDIN(3,;PERMIT FEE $
PImbing
Electric/New
-------------------------------------------------
Electric/Teup BUILDING PERMIT $ 3P�. &A
Septic Tank WATER ME= CHARGE $
Well SEWER IMPACr FEE $
Rdming Pool WATER IMPACT FEE $
Sign MISCELI.AMOUS
Water Connection $
Sewer Connection $
Water Meter $
Elevation Certificate GRAND TOM DUE $
---------------------------------------------- -----------------------------------------------
CALCULATIONS and/or NOTES
City of Atlantic Beach
Fixture Unit Worksheet for Water .Impact Fee
FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND
FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED .TO THE CITY
WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TEN
DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM.
-BATHROOM GROUP CONSISTING OF -SERVICE SINK TRAP STAND
WATER CLOSET, LAVATORY & BATH (8)
TUB OR SHOWER STALL (6) .
_0'__WATER CLOSET VALVE
(D WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8)
BATHT U B/SHOWER ' (2) --URINAL WALL LIP (4)
-1 -SHOWER CROUP PER HEAD (3) _ (LFLOOR DRAIN (1)
0--SHOWER STALL ,DOMESTIC (*2) 0--LAUNDRY TRAY (2)
_;LLAVATORY (1 ) __1__COMBINATION SINK AND TRAY (3)
WASHING MACHINE (3) POT, SCULLERY SINK (4)
__LDISHWASHER (2) _0__WASH SINK EACH SET OF
FAUCETS (2)
Q__KITCHEN SINK 2) DENTAL LAVATORY ( 1)
KITCHEN SINK WITH WASTE
GRINDER (3) -6--DENTAL UNIT OR CUSPIDOR (1)
0 BIDGET (3) - 0--URINAL STALL, WASHOUT (4)
-FLUSHING RIM SINK (8) _ (0__COMBINATION SINK AND TRAY W11
URINAL, PEDESTAL, SYPHON JET FOOD DISPOS. (4)
-----BLOWOUT (8) 0--DRINKING FOUNTAIN (1/2)
' LAVATORY, BARBER/BEAUTY
SHOP (2) 0 '-LAVATORY, SURGEONS (2)
0_-SURGEONS SINK (3) __L_ICE MAKER (1/2)
0 C)
TOTAL FIXTURE UNITS H $
@ $10. 00 EAC
JOB INFORMATION
CITY OF ATLANTIC BEACH
APPLICATION FOR BUILDING PERMIT
0 w n e r M HCWS OFF FLORIDA, INC. Address 440 B Third St.,Neptune Beachzip 32233__phone247-0729
---- ------------ ---- -------
Architect Address--------------------zip......phone.....
------------------
Contractor Walter 1�laaLe--------Address 440 B*Third St. Neptune Beach ziD32233 phone 247-0729
Contractor7 93 License number CG C003829 - expiration Ju�e- 30, 1989----
Lot-33-----Block or Section-4- --Subdivision-OCEANWAIK--------Zoning........
2340 OM*IFOREST
StreetDRIVE WEST b e t w e e n 0CEAA4Pdy DRIVE S and OCI�� DRIVE' 11 side �'Iest
----- --------
Type Construct ionFRA"�E/STUCCO------No. Units-- I-------No. Fireplaces__ 1--------
Purpose of Building�FEWH(kES---------------------Est. Valuation $95,000.00 -------
Utility Method - Water Public Sewer Riblic ,
- ------- 20",dO" deep wl
Dimensions - Building 59' X 75' Lot 90' X 205-------Size Footing82 #5 reinforcing rods
Sz. Piers__U/6. Sz. Sille Greatest Span Sills---N/A ----
. ..... _ 2T ------E_ 40'
T -tance on enters24" Greatest Span
Sz. Ceiling Joists 4 trusse!Dis --------- ---
Sz. Floor Joists ---------
_N_11L Distance on Centers N/A Greatest Span N/A
Sz. Rafters 27:4 trusses Distance on Centers- 24" ____ Greatest Span_ 2jf ...
Method of Heat ing�,Le�a�.P= Solid or Filled Ground filled Roof fiberglass-shingles
2..... -----------
Flood Zone--A----If located within a FLOOD HAZARD ZONE complete page 3
In consideration of permit given for doing the work as described
in the above statement, we hereby agree to ^perform said work in
accordance with the attached plans and specifications, which are
a part hereof, and in accordance with the building regulations of
Atlantic Beach. The contractor agrees at its expense to provide
the necessary access to the properties being developed over
dedicated City rights-of-way and to clear, clean, grade, and
drain said right-of-way to City
specifications.
Signature Owner Date il-L151n--------
---------------- ---
Signature Contractor- Date 15
-W----------- ---i�Ljm--------
page 2 6MY
94 JAN 2 6 1988
Building and Zoning
FLOODPLAIN DEVELOPMENT INFORMATION
Type of Development:_____S1NM, FX�ffLY-------------------------------
Flood Zone:--A--------------------
Required Lowest Floor Elevation:-9.75v-----------
If building ' is located within a flood hazhid zone (Zone A), a
a,urvey must be made AFTER THE SLAB HAS BEEN POURED, certifying
that the LOWEST FLOOR ELEVATION is equal to or above the base
flood elevation established for that zone. ;,. , J
No final inspection will be made and no certificate of occupancy
will be issued until the survey is on file with the Building
Department.
COMMENTS:
Applicant Acknowledgement: I understand that the issuance of
this permit is contingent upon the above information being
correct and that the plans and supporting data have been or shall
be provided as required. I agree to comply with all applicable
provisions of Ordinance Ho. 25-7-11 and all other laws or
ordinances effecting the proposed development.
Date--- I�1 ...Appl icant 's' Signature_&&.�2_j��L�------------
----------------------------------------------------
Department Use
Required Lowest Floor Elevation -----------------
As Built Lowest Floor Elevation -----------------
Survey Filed with Building Department ...........
i-u-i-l-d-in-g--D--e-p-a-rt--me--nt--R--e-pr-e--s-en-t--a-ti-v-e-
page 3
2793-7 METRO GRAPHICS-JACKtONVILLE,FL
CITY OF
A
ATLANTIC" BEACH No. 0 319
FLORIDA
January 27 _19 88
NAME Walter flagie
ADDRESS 440 B Third Street
CITY Neptune Beach 32233
40'rj.Gr,7KTr
56 -)9 1 2/0WO,
r,r,C Ar
Water Impact Fee #43-343-3700 " 9 $ S. -r-
Sewer Impact Fee #43 2- A I Q 56:,9 1 PP 0'4/0�
-343-S200 $11 Y3S.00' flo!
Water Meter #43-343-3300 FEB 041983 $8 5.00
$1,405.00
Lot 33 Unit IV Oceanwalk
2340 Oceanforest Drive West
THIS RECEIPT SER�IES AS A WORK
ORDER. TAKE RECEIPT TO PUBLIC
VV0N,'(,S DEPT. TO SCHEDULE WORK.
1:Z-3 SAINDINFER LANE.
U
When Signed, Dafed and Numbered, This Becomes an Official Receipt
MAKE CHECKS PAYABLE TO Receiyed Payment
CITY C',1F ATLAX71C BEACHj FLOP-NDA TREASURER
UTILITY SERVICE AGREEMENT
(Water and Sewer)
7111S AGREEMENT entered into this 27th day of January
198 8 , between the City of Atlantic Beach a
Municipal corporation, hereinafter called "City", and
Walter Hagie a
corporation, its successors and assigns, hereinafter called "Developer".
W I T N E S S E T 11
WHEREAS, Developer owns land in Duval County, Florida,
more particularly described as Lot 33 Unit IV Oceanwalk
refer to acreage, plat engineering
2340 oceanforest D-rive West
drawings, or legal description as Exhibit A
and
WIIEREAS, Developer plans to develop said land by constructing
buildings,* I residences and/or other improvements
thereon consisting of' . . . . . . Single Fanily
and
WIIEREAS, City is the owner of water and sewage treatment plants and
water distribution and sewage collection systems in the vicinity of the
property described above; and
WHEREAS, Developer desires that City provide water and sewage
collection service to said property and City- desires to furnish same;
and
WHEREAS City is willing to operate su ch water and sewage
collection and treatment systems so that all buildings constructed on
Developer's property by developer or by any personA firm, joint venture
or corporation holding by, through or under Developer may have furnished
to them and to their occupants water and sewer service subject to all
terms and conditions of this Agreement; and
WHEREAS, in order to provide water and sewer services to Developer
it has been or will be necessary- for City to enlarge and expand its
offsite water and sewer plants and facilities and it is the desire and
intent of Developer to contribute financially to the costs of building
such additional offsite water and sewer plants and facilities and to
reserve capacity in City's water and sewage treatment plants so that
City can provide service to the Development without imposing a burden on
its existing customers;
NOW, THEREFORE, in consideration of the premises and other good and .
valuable considerations and in consideration of the mutual covenants and
conditions hereinafter contained, subject to any necessary approval by
other governmental agencies having jurisdiction, it is - agreed by the
parties hereto as follows:
1. Developer agrees that City shall have the exclusive right to
furnish water and sewer service to the real property described above and
hereby grants to City . this exclusive right-to provide water and sewer
service for all uses within all structures now or hereafter constructed
on the real property described above.
2. City agrees that after Developer has connected to the systems
of City, City will provide at its own cost and expense, water and sewer
service to Developer's property in a manner conforming to the reasonable
requirements of public or governmental agencies or parties having
jurisdiction over City's water and sewer operations; provided, however,
that such service shall be in accordance with other provisions of this
Agreement, including City's rules and regulations and rate schedules.
3. In the event that Developer or assigns fails to complete
construction of all improvements required to be built by Developer and
falls to pay all plant and service availability and other fees listed in
this Agreement within —six months from date of execution of this
Agreement, for any reason whatsoever, but through no act or fault of
City, this Agreement shall terminate and City shall be relieved of its
obl.igation to, perform under this Agreement. Upon termination of this
Agreement under this provision, City reserves the right to negotiate
with Developer a new agreement for any additional sums to be paid by
Developer to City as plant capacity and s.ervice availability charges,
fees or other charges based upon increases in the cost of living and/or
such other factors as relate to the cost of supplying water and sewer
service.
4. All taxes or charges imposed upon the property described above
by any governmental entity or agency shall be paid �by Developer except
such part thereof that has been deeded to the City in accordance with
tho terms of this agreement.
5. The rates charged by City for water and sewer service shall be
in accordance with its rate schedule which shall be subject to change ,
from time to time.
City shall have the right to determine reasonable meter size
and location.
6. Developer will grant to the City, at Developer's expense,
adequate easements for water and sewer lines, for access to lift
stations and water stations and related appurtenances. Said easements
shall be transferable. Developer will also furnish title evidence
satisfactory to' the City that said easements are superior to mortgages
or other interest in the land, and Developer shall cause any such
mortgages to be released or subordinated to said easements. Easements
will also be furnished to provide for onsite water distribution lines,
including meters and sewage collection lines. Sites for lift stations
and water stations and related appurtenances shall be conveyed by
warranty deed in fee simple by Developer - to City. Developer will
furnish City a warranty deed, title evidence 'satisfactory to City and
any releases from lien holders for any sewage pumping station and water
station sites as required by City. Developer hereby grants to City the
right to utilize any onsite water and sewage lines and systems to
provide services to properties other than Developer's property, provided
this does not unreasonably interfere with service to Developer's
project.* Where Developer's property is adjacent to any. state road
right-of-way, City will be granted a 25-fout easement, along and adjacent
to said state road right-of-way. Developer shall further grant to the
City, its successors and assigns, the exclusive, ' perpetual right,
privilege and easement to construct, reconstruct, operate, maintain,
repair, replace, improve, alter, remove,, relocate and inspect water
transmissions and distribution mainst sewer collection mains, sewer lift
stations, pipe lines, lateral lines, valves, connections and appurtenant
equipment over, across and under the Developer's property, -including the
right to ingress and. egress to eacl.i of the building sites on Developer's
property which are served' by City. All such easements shall have a
.width which is acceptable to the City-
7. City does not guarantee an uninterrupted supply of water,
or water at any particular pressure, and reserves the right to shut off
the water in its main at any time for the purpose of making repairs or
extensions of for providing temporary or emergency water supply. City
will not be responsible for any damage caused by low pressure or
interruption of service. Neither Developer nor any of Its successors or
purchasers shall discharge into the sanitary sewer system water from
11non-domes tic" drains including without limitation swimming pools, air
conditioning condensation lines, cooling lines or other discharge from
any type of equipment. City shall not be obligated to fur.nish any water
or sewer service to any building which is built on Developer's properiy
to which the City does not have access. The Developer hereby agrees and
warrants that the City will not be held responsible for flooding
problems which may result from the failure of sewer line back flow
preventor valves on Developer's property. The Developer hereby agrees
to hold harmless and indemnify City for all costs and damages resulting
from flooding due to .back flow preventor valve .failure.
8. The construction and design of all facilities to be
transferred to and to be owned and operated by the City shall at all
times be subject to prior approval by the City and its engineers. City
will provide assllstanc6 to Developer's engineers as to design and
construction requirements and must approve all plans,' documents, and
construction requirements in writing prior to any construction being
commenced. Construction of all facilities will be performed by
Developer or its contractor. Developer will pay the cost of all such
construction. The Developer's engineer shall incorporate into the
Developer's engineering design, plans and specifications the applicable
standards and specifications of the City.
9. A. If the Develop er modifies his development plans for
Developer's property which would require greater water usage, greater
fire flows, additional water facilities, greater sewage flows, or
additional sewage facilities than the water and sewer demands previously
approved by the City, then the Developer must obtain approval by the
City for the construction of such additional water or sewer facilities
which shall meet all City and governmental design requirements. The
Developer shall pay all additional contributions and fees as may be
authorized by the Cityls* service availability policy which is in effect
on the date said new agreement is executed..
B. In addifion to paragraph 9A above, any other change order
between Developer and its utility contractor issued after City approval
of original plan!; must be approved by the City before the change order
is put into effect.
C. City shall have the right to review the systems design
drawing and specifications to ensure that they meet the requirements of
the City. The systems design drawing and specifications are to be in
accordance with the City of Atlantic Beach requirements unless otherwise
.specified by City or its engineer.
D. The City also reserves the right to approve the utility
contractors to which construction bids are sent by Developer as well as
the contractor to which the award is made.
E. A representative of City or its engineers will be the
.inspector of the project along with the Developer's engineer, but City
reserves the right to final acceptance of the work and materials.
Nelther the City or its engineers shall be deemed the agent of any other
person in making such inspections.
10. After installation of the water distribution and sewage
collection systems serving the property described above and acceptance
thereof by the City the City or its assigns shall then be the sole,
absolute and exclusive owner of the facilities of said water and sewer
systems whether located on, under, above or outside of the property
described and regardless of who may have installed or constructed same
to the extent described below:
A. All water mains, pipes, valves and fittings and
appurtenances up to and including all meters shall be dedicated to and
will be owned, operated and maintained by City.. All water pipes on the
customer's side of the meter shall be owned, operated. and maintained by
the customer or its assigns.
B. All sewer mains, manholes, pumping stations, force mains
and appurtenances, including service pipes in public right of ways and
dedicated easements, shall be owned, operated: and maintained by the
City. Except as provided in paragraph 9C. all sewer lines on the
customer's side of the property line shall be owned,, operated and
maintained by the customer or its assigns.
C. With reference to any blanket easements for multi-family
projects such as apartm ents, mobile home developments, condominiums and
PUD's or for commercial developments, all water mains to and including
the water meteri, all sewer mains, force mains and manholes in such
blanket easements over private property allowing utility operations
shall be dedicated to and shall be owned, operated and maintained by tlib
City except that the full length of sewer services from the sewer main
or manhole shall be owned and maintained by the customer. All such City
lines sliall terminate with a manhole.
0. By these presents, Developer hereby transfers to the
City, the title to the water distribution and sewer collection systems
to be installed pursuai it to this Agreemeiit,. such conveyance to take
effect without further action upon the COITIpletion and acceptance by City
of said installation. As further evidence of said transfer of title,
upon completion of the installation and 'acceptance by the City,
Developer will provide. City 'with a Bill of Sale or Warranty Deed
describing all properties transferred and dedicated to the City by the
Agreement.
11. Developer shall pay the City upon, execution of this Agreement
the sum of 10� per water connection per
equivalent residential connection (ERC) as an advanced deposit to cover
engineering, plan review, inspection, test, legal and administrative
expenses of City in connection with this Agreement. Developer shall
also pay to City upon execution of this Agreement the sum of
per sewer connection per ERC as an advanced
deposit to cover engineering, plan review, inspection, tests, legal and
administrative expenses of City in connection with this Agreement. The
charges for engineering and legal expenses and for engineer's inspection
and plan review. fee for non-residential units shall be based upon
estimated cost to City Actual cost will be determined and a refund or
additional charge will be made for the difference between the advanced
deposit as calculated above and actual costs.
City agrees to provide water and sewer service . to the
Developer's . property in consideration for plant capacity charges, fees
and other charges to be paid by Developer as follows:
A. A water plant capacity charge at the rate of
$10.00 per fixture unit. Such charges shall be due and payable as
provided in paragraph 12.
B. A sewer plant capacity charge at the rate of
onethousand thiTty, five dolla-rs ($ 1,035.00 per single
family unit. Such charges shall be due and payable as provided in
paragraph 12.
C. A sewer plant capacity charge for any commercial
customers on the land as described above at. the rate of
Such charges shall be due and payable as provided in paragraph 12.
-7-
D. A Pieter installation fee to. cover meter cost and meter
installation (but not including curb stop or meter box) according to the
City's service availability policy at the time of installation which
$85.00 per 3/411 x 5/811 meter
currently is
E. If available, construction water will' be charged to
building based on metered usage in accordance with current rates.
F. Hydraulic share of main extensions payment or refund.
1. Developer recognizes that water or sewer utility
service to the Developer's property.. is provided by the use of a Pi�in
extension and other improvements constructed by a prior developer and
that Developer is obligated to refund a said prior developer Developer's
share of the cost of said main exte' nsion or other improvements.
Accordingly, Developer shall pay its pro rata share of the cost of said'
main extension or other improvements to City. Said pro. rata share shall
be based on Developer's percentage of the hydraulic capacity of said
extension or other improvements. For the purpose of this Agreement, the
cost of Developer's said hydraulic share shall be $
payable upon execution' of this 'Agreement.
2. With respect to utility facilities installed by
Developer to which future developers connect directly, and in
consideration for monies expended by Developer toward said facilities,
City shall refund to Developer, or Developer's successors or assigns,
solely from monies collected froin said future developers, said future
developer's pro rata. share of the cost of said facilities. Said refunds
shall be calculated on the basi.s of the ],iydraulic capacity and demand of
said future developer wlienever .,feasible. The refund obligation of City
hereunder and the benefits to Developer related thereto shall expire
f ive (5) years from the date of execution of this Agreement. Said
refund shall be made to Developer within sixty (60) days -of the receipt
of payment by , City from a future developer. Refer to 'addendum if
applicable..
G. ; Payment of service availability charges and other
additional aids in construction for—
uildings and structures on
13.1 City agrees to connect individual b
the developed property upon application by �he builders, plumbers or
individual owners subject to the operating rules and regulations of the
City and payment of all fees and charges in effect on date of
application and compliance by Developer with all provisions of this
Agreement.
14. The charges, costs and fees for any separate emergency fire
protection water systems. for subject project will be subject to
negotiations between City and Developer. If buildings of more than two
stories are a part of the project, Developer shall furnish at its
expense water pumps and other appurtenances as necessary for pumping
water above.
15. All plant capacity and service availability charges, fees and
other charges as outlined above are based on normal domestic sewage
defined herein as containing not more than three hundred (300) parts per
million biochemical oxygen demand or three hundred (300) parts per
million suspended solids. Whenever water which contains more than these
amounts is to be admitted to the sewers, both the City and the pollution
control agencies mus t specifically agree to the connection. An
additional charge will be calculated in direct proportion to strength at
seventy-five cents ($0.75) for each part per mil.lion of either
biochemical oxygen demand or suspended solids over three hundred (300)
parts per million. All such connections shall provide for a suitable
point for the waste to be sampled by the City or the regulatory
agencies. An additional cha.rge equal to the pro rata share of any
additional sewage treatment plant costs above ninety percent (90%)
treatment, and of the cost of any additional 'required outfall pipes to
. . . . . . . . m ay be required by City.
Developer shall have the right at all reasonable times to. inspect the
invoices of the City in order to determine that said funds have been
properly expended by City pursuant to this paragraph.
116. Developer warrants that it is the owner of or the holder of a
binding contract to purchase the fee simple title of the real estate
described herein and further agrees to have all mortgages or other liens
subordinated to the terms of the Agreement and easements required herein
prior to any acceptance of the iacilities by the City.
17. upon applicatio.ii by owners, , builders or their authorized
representatives, the City agrees to connect tile requested dwellings or
structures oil the said property at no additional connection fee (i.e. ,
in addition to those provided for above in this Agreement) , but subject
to tile continuing operating rules and regulat.lons of tile City Including,
without limitation, the pe):iodic payment of tile water usage and sewer
usage charges in effect oil the date of suc), application or thereafter
reflected in the City's rate schedule.
18. This Agreement shall be binding upon and shall inure to tile
benefit of the Developer, City and their successors and assigns.
However, in the event the Developer has not paid and delivered to the
City tile plant capacity and service availability charges, fees and other
charges provided to be paid to the City by Developer under the terms of
Jids Agreement, and all easement and conveyances required by this
Agreement, then this Agreement shall not inure to the 'benefit of tile
successors or assigns of tile Developer.
19. It shall be 'tile responsibility of Developer to locate for
builders any water and sewer taps or lines necessary in conjunction with
residential or coimnercial construction.
20. Unless the damage to any onsite improvements. are the result of
the negligence or willful act of the City, Its officers, or employees or
authorized agents, the owner or Developer of such property upon which
the damage occurs shall be responsible for the payment to the City of
such damage to City's property in.cluding all . pecessary and reasonable
repairs which must be. made by the City or independent contractors
engaged by tile City to effect such repairs. If tile owner or developer
of the real property shall fail or refuse to pay costs of such necessary
and reasonable repairs to cure said damage within thirty (30) days from
the submission to the owner 'of a statement' for such charges, the City
shall . have a lien against such owner's or Developer's property
subordinate to those liens' created by or under agreements of record
prior hereto, for the payment of such necessary and reasonable costs and
expenses for effecting such repairs and restoration. to such ollsite
facilities located upon the owner's or Developer's property. Notice of
such lien or claim oil lien describing the real property and the amount
owed may be filed within ninety (9U) days, of the date from tile last date
upon which any such repairs or restoration were made by tile City or its
authorized representatives. Thereaf ter, tile' City shall be entitled to
bring all action for the foreclosed under the laws of Florida.
21. Prior to final acceptance of tile utility and other public
facilities Improvements by tile City tile following requirements must be
met at Developer's expense:
A. If tile property is platted, one copy of Ole recorded plat
shall be furnished to tile City.'
B. "As built" drawings of utility improvement shall be
furnished one week prior to final inspection, "As built" drawings shall
be certified by a registered engineer with the cost being borne by tile
Developer. Two mylar and three printed copies. of said drawing shall be
furnished to City.
C. All lot corners shall be properly marked so that utility
company or its engineer can, upon receipt of, "as built" drawings, verify
the marked water and/or sewer services as to location and depth. In
addition, for purposes of locating and protecti.ng installed service
lines and valves Developer or his contractor shall mark each service
line and all valves with an eight (8) foot pressure treated wooden post
In the manner as shown on tile design drawings and specifications.
Developer's contractor is required to install curb stop, meter box and
valve box oil each water service and valve as shown on design drawings,
U. All water and sewer services and valves shall be marked
oil the street curb by etching into the concrete or if no curbing is
available, a two (2) inch square metal tag is to be nailed to the
street's pavement and painted as . specified pit design drawings,
E. Developer's contractor shall furnish a one (1) year
maintenance bond in the amount of 100% of the cost of the facilities
installed. The bond may be in the form of cash, surety bond, or
irrevocable letter of credit, tile terms of which will indemnify and save
harmless the Cltj from any loss, 4amages., costs, claims, suits, debts or
demands by reason of defects in the workmanship or materials used in the
facilities discovered within a period of one year from and after the
date of acceptance by the City of the facilities. .
F. A Bill of Sale for facilities from the Developer to City.
G. Conveyance of easements as required under this Agreement.
11. A deed for any and all land on which lift stations or
water stations or othe.r improvements if required by City.
1. The title evidence, mortgage . relea.ses and mortgage
subordinations. as required In this Agreement.
J. For ons I Ite . and o,ffsite coiistruction provide City an
accounting of the actual costs (schedule of values) and releases of
liens from utility contractors in such detail as the City requires.
K. City shall have the right to refuse to accept title to
Developer's construction until Developer's construction has passed
certain tests, including, without limitation, closed circuit television
inspection of the gravity sewer lines, witnessed by a Ci.ty
representative, to determine whether tile Developer's construction is
constructed in accordance with the approved engineering plans and
specifications. Said tests' may be performed at -I east three (3) times' :
the first test upon completion of the system; the second test upoll
completion of all building, roads, paving, drainage, and all
construction within the r.ight-of-way easement area of adjacent areas. A
third test shall be required if the City deems it necessary within a one
(1) year period after acceptance.
L. Letters of acceptance from' the appropriate regulatory
agency for the water. and/or sewer system, are required prior to final
inspection.
M. A copy of the certified water pressure test and force
main test as applicable.
N. The certification by the design engineer that the system
was constructed as designed is required prior to final acceptance,
0. Pump performance test on pumping stations if applicable.
22. All notices that may or must be given under this Agreement
shall 'be in writing and shall be valid if mailed by United. States
registered or certified mail, postage and charges prepaid from addressed
as follows:
To Developer.:
To City of Atlantic Beach
City Manager
716 Ocean Boulevard
Post Office Box-25
Atlantic Beach, Florida 32233
IN WITNESS WHEREOF, the parties hereto have executed this Utility
Agreement the day and year first written above.
Signed, sealed and delivered
in the presence of:
�u Ad
Developer itness
City ofAtlantic Bea Witness
- 14-
KEY SABAL 1V
FLORICA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Section 9 Compliance Program--Residential Point System Method
Version 1 . 05 March , 1987
Department of Community Affairs
Printout Submitted in lieu of Form 90OA-86
--------- ------------------------------------------------------------------- ------
PROJECT NAME : PERMITTING OFFICE . ,
-- --------
AND ADDRESS ; I CLIMATE ZONE : 2
------------------------------ --------------
BUILDER : -C � I PERMIT NO . :
- ----------------- i
OWNER �� C
JURTISD�, I ION
------------I------- --------------
-------------------------------------------------------------------------------
BUILDING OFFICIAL
COMPONENT VALUE CHECKLIST
WINDOWS
Double Clear, Total Arew bQ5 . 0
WALLS
1 , Ext Wood Frame Area ; 1213 . 0
R-Value : 11 . 0
2 . Adj Wood Frame Area : 214 . 0
R-Value ; il � c
CEILINGS
1 . Under Attic Area : 1029 . 0
R-Value ; 30 . 0
2 . Under Attic Area : 1376 . 0
R-Value ; 30 . 0
FLOORS
1 . Slab-on-Grade, Perim ; 215 . 0
R-Value : 0 , 0 1:71:17:1
DUCTS
Uncond . Space Length : ALL
R-Value : 5 . 0
COOLING
I . Central A . C . SEER : io � 00
HEATING
1 . Heat Pump COP : j . 20
HOT WATER
Bedrooms :
1 . Electric EF : 0 . 90
!NFILTRATION
Practice ; 21
Conditioned Floor Area : 2268 . 0
AS BUILT POINTS BASE POINTS 100 EP'I
43619 . 3, 43342 � i.,,, 99 . 5
GLASS TO FLOOR AREA RATIO 0 , 2227
WATER HEATING
===
CASE === | === AS-BUILT ===
===============================================================================
NUM OF MULT = TOTAL / DESCRIPTION EF CAP x MULT x CREDIT = TOTAL
BEDkME, | RATIO MULT
_______________________________________________________________________________
4 3803 . 0 13212 . 0 / Electric 0 . 90 1 . 000 3719 . 7 1 . 0& 14878 . 7
SUMMARY
=== BASE === ! === AS-BUILT ===
===============================================================================
COOLING HEATING MOT WATER TOTAL / COOLING HEATING HOT NATER TOTAL
POINTS + POINTS + POINTS = POINTS ' POINTS + POINTS + POINTS = POINTS
_______________________________________________________________________________
157D5 . 1 11835 . 5 15212 ' 0 43842 . 8 / 16227 ' 2 12513 . 5 14878 . 7 43819 . 3
===============================================================================
� EPI = 98 . 5 *
`
WINTER CALCULATIONS
BASE AS-BUILT
GLASS-------------
ORIEN AREA x BWPM POINTS TYPE sc ORIEN AREA x WPM x AOF = POINTS
-------------------------------------------------------------------------------
N 56 . 0 7 . 3 408 . S OSL CLR N 36 , 0 7 . 3 1 . 20 3150
DEL CLR N Ko 7 . 2 1 . 27 74 . 3
DEL CLR N 12 . 0 7 . 3 1 . 18 103 ' 'i
E 147 . 0 -9 . 2 -1352 � 4 DBL CLR E B ' D -9 . 2 0 , 24 _ 13 � 10
DEL CLR E 20 . 0 -9 . 2 0 , 85 - 120 . 2
DSL CLR E 81 � 0 -9 . 2 -0 . 24 1 7 0
DEL C L R E 40 . 0 -9 . 2 -0 . 69 2 S 3 '3,
s 204 . 0 -28 - 4 -579V6 DSL CLR S 149 . 0 -2V4 V27 - 114V5
DEL CLR S 32 . 0 -28 . 4 0 . 94 -853 . 0
DSL CLk S 23 . 0 - 2B . 4 0 . 92 -603 . 8
W 66 . 0 -9 . 2 -607 . 2 DEL CLR W 20 . 0 -9 . 2 0 . 39 -72 . 6
DEL C0� W 23 . 0 -9 . 2 0 . 70 -148 . 0
DEL CLR W 23 . 0 -9 . 2 0 . 32 - 173 . 4
HOR 32 . 0 -28 . 4 -908 . 8 DSL CLR HOR 32 . 0 -57 . 7 1 . 00 -1846 .4
--------------------------------------------------------------------------------
. 15 x COND . FLOOR / TOTAL GLASS = A0j . x GLASS ADj GLASS GLASS
AREA AREA FACTOR POINTS POINTS POINTS
---------------------------------------------------------------------------- ----
A5 2268 . 0 505 . 0 0 . 574 -3233 . 2 -5539 . 9 4043 . 1
AREA 3APM = POINTS TYPE R-VALUE AREA WPM = POINTS
--------------------------------------------------------------------------------
WALLS------------ i
Ext 1213 . 0 2 . 20 2668 . 6 Ext Wood Frame 11 . 0 1213 . 0 3 . 70 4408 . 1
Adj 214 . 0 3 . 60 770 . 4 Adi Wood Frame 11 � 0 214 . 0 3 � 60 77C . 4
DOORS-----------
7xt 34 . 0 15 . 40 523 . 6 Ext Wood 34 , 0 15 � 40 523 . 6
AQ io � o ! ? � 30 239 . 4 Adj Wood 18 . 0 i3 . 30 239 .4
CEILINGS-----------
UA 2263 . 0 1 � 20 2721 . 6 Under Attic 300 1029 . 0 V20 i2j4 . 3
Under Attic 30 , 0 1376 . 0 1 . 20 16 5 1 , 2
FLOORS-----------
Sib 215 . 0 8 . 90 1913 . 5 Slab-on-Grade Ko 215 . 0 18 . 80 4042 . 0
INFILTRATION-----------
2268 . 0 7 . 40 16783 . 2 Practice 42 2258 . 0 7 . 40 16783 . 2
TOTAL HINTER POINTS
20060 . 4 25684 . 6
TOTAL x SYSTEM HEATING TOTAL x CAP x DUCT A SYSTEM x CREDIT = HEATING
WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS
--------------------------- ----------- -----------------------------------------
20060 . 4 0 , 59 11S35 � 6 1 25604 . 6 1 � 000 1 , 120 0 , 435 i . 000 12513 . 5
SUMMER CALCULATIONS
BASE AS-BUILT
GLASS-------------
ORIEN AREA x BSPM POINTS TYPE SO ORIEN AREA x SPM x SOF = POINTS
--------------------------------------------------------------------------------_
N 56 , 0 38 . 3 2144 . S 00L CLR' N 35 . 0 38 . 3 0 . S6 1189 . 0
DSL C L N 8 � 0 3V3 0 . 82 249 � 9
OOL CLR N 12 . 0 38 . 3 0 . 88 40K9
E 147 . 0 79 . 7 11715 . 9 DOL C LR E 6 . 0 79 . 7 0 � 7 2 342 . 6
08K c4R E 20 . 0 79 . 7 0 . 87 1202 . 1
DSL CL,,, E 81 . 0 79 . 7 0 . 57 3679 , 7
OOL CLR E 40 . 0 79 . 7 0 . 45 1430 . 7
S 204 , 0 66 . 2 13504 . S DSL CLIR S 149 . 0 66 . 2 V45 4433 . 7�
DBL CLR S 32 . 0 66 . 2 0 . 86
OSL CLR s 23 , 0 66 . 2 0 , 84 1279 . 0
W 66 . 0 79 - 7 S2SO , 2 DB[ C LR W 2 0 � 0 7 q � 7 0 , 77 1234 , 5
DOL CLR W 23 . 0 79 . 7 0 . 89 1634 . 9
OSL CLR W 23 . 0 79 . 7 0 . 94 1720 . 5
HOR 32 . 0 6V2 211S , 4 DSL CLP HOP 32 , 0 267 . 0 1 � 00 85400
--------------------------------- -----------------------------------------------
. 15 x COND . FLOOR / TOTAL GLASS - ADj . x GLASS ADJ GLASS GLASS
AREA AREA FAC70R POINTS POINTS POINTS
-------------------------------------------------------------------------------
. 15 2268 . 0 503 . 0 0 . 674 34744 . 1 23405 . 8 29358 .4
AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS
----------------------------------------------------------------------------------
WALLS------------ I
Ext 1213 . 0 0 , 90 1091 . 7 1 Ext wood Frame 11 . 0 1213 . 0 1 . 70 2062 . ,i
Ad; 21V0 0 . 70 149 . 8 1 Adj Wood Frame V . 0 214 . 0 0 . 70 149 , 8
DOORS-------------
Ext 34 . 0 7 . 70 261 . 8 Ext Wood 34 . 0 7 . 70 261 . 8
Adj 1VO 2 � 90 52 . 2 Adj Wood iv , o 2 . 90 52 , 2
CEILINGS-------------
UA 2268 . 0 0 . 60 1360 . 8 Under Attic 30 . 0 1029 . 0 0 . 60 517 . 4
Under Attic 300 1376 . 0 0 . 60 8254.
FLOORS------------
Sib 215 . 0 -37 . 00 -7955 , 0 Slab-on-Grade 0 . 0 213 . 0 -41 . 20 -8858 , 0
INFILTRATION----------
2268 . 0 8 . 00 18144 . 0 Practice 42 2268 � 0 8 . 00 10144 . 0
TOTAL SUMMER POINTS
36511 . 1 42813 , 3
TCTAL x SYSTEM COOLING TOTAL x DUCT x SYSTEM x CREDIT COOLING
SUM PTS MULT POINTS COMPON MULT MULT MULT POINTS
-------------------------------------------------------------------------------
3651 ? . l V46 16795 . 1 1 42613 � 0 1 . 120 0 . 340 i . 000 16227 . 2
i
PRESCRIPTIVE MEASURES (Must be met or exceeded by all residences )
COMPONENTS SECTION REQUIREMENTS
WINDOWS 904 . 1, Maximum of 0 . 5 CFM per 0near foot of operable
sash crack .
------------------------------------ ---------------------------------------------
EXTERIOR & 904 . 1 Maximum of 0 . 5 CFM per sq . ft . of door area .
ADJACENT DOORS includes sliding glass doors , solid core ,
wood panel , insulated , or glass doors only .
------------------------------------------------------------------------------
EXT . jOINTS & 904 � 1 To be caulked , gasketed , weatherstripped or
CRACKS otherwise sealed .
---------------------------------------------------------------------------- ---
WATER HEATERS 904 . 2 Must bear label indicating compliance w/ASHRA :
standard 90 or comply with efficiency and
standby loss requirements . Switch or clearly
marked circuit breaker (electric) , or cut-off
(gas) must be provided . An external or built
in heat trap must be provided .
--------------------------------------------------------------------------------
SWIMMING POOLS 904 . 3, Kpas and heated pools must have covers (except
& SPAS solar heated) . Non-commercial pools must have
a pump timer . Gas spa & pool heaters must have
minimum thermal efficiency of 75%
------------------------------------- -------- --------------------------------- -
HOT WATER 904 . 4 Insulation is required only for recirculating
PiPES systems . in such cases , piping heat loss shall
be limited to 17 . 5 BTU/H/Linear Ft . of pipe ,
--------------------------------- -- -------------------- -------------------------
SHOWER HEADS 904 . 5 Water flow must be restricted to no more than
gallons per minute at 20 to 80 PSIG .
---------------------------------------------------------------------------------
HVAC DUCT 903 . 2 Constructed in accordance with industry
CONSTRUCTION 004 � 6 standards & local mechanical codes . Ducts in
Unconditioned space must be insulated to
minimum R-4 . 2 & joints must be sealed ..
-------------------------------------------------------------------------------
HVAC CONTROLS 904 . 7' Separate readily accessible manual or automatic
thermostat for each system .
-------------------------------------- ----------------------------------------
CEILING 1NSUL , 904 . 9 Min) mum R-19 .
INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST
COMPONENTS REQUIREMENTS
PRACTICE 4! Comply with infiltration Prescriptives in above
table .
------------------------------------------------------------------------------
PRACTICE 42 Comply with Practice 41 and the following .
---------------------------------------------------------------------------------
Exterior Walls & Floors Top plate penetrations sealed . infiltration
barrier installed , Sole plate/floor joint
caulkad or sealed .
Exterior Walls & Ceilings Penetrations , joints and cracks on interior
surface caulked , sealed , and gasketed
Duc t-Wo t,k L,,,u�ctwor,k -ir) i-inconditioned space must be sealed .
'I p d with outs-Ide corribust.-Ion a-Ir , door's ,
r e,p " a c--s q u p
n 0, f I u e m p e r,s
p p e I,,
Exhaust Fans �qu -,,,d wi t' dampers . C-01,fibustior, de-v-1ces
903 . 2 (f ) .
-)rfibustion aJr, .
0 m I-)u�,�5�,- I C)r A�J, p d, v,-' t. o u,t s e c
d U
n, A c,c o r d a n c e wi t I-i S e c 5 533 9 0 7 F 5 r-�ev e w t h e p I a ns a n d s p e,c f c a t o n s
I Hereby car t 'l fy that the p I ans and covered by this calcul at lon I i)Ci 1 Cates
f covered by this calcu- compliance with the Florida Energy
5 pec --I I cat I ons is complete(.-.�'
'I d-, t i o n a i-e c o I-,p with the Code . Before constt,uction
41 -1 be I
bull (.1ing wil `nsPected for'
lor-Ida Energy Code .
comp I iance I n accordance wil th Sect -1 an
553 - 908 - . 3 .
OWNER/AGENT : __ ------------ BLJ I LDING OFF ICIAL ------------------------
ATE ., 0ATE .,
7qv
PIEPARTM04TOFS tL-01ING
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'CITY OF ATLANTIC BEACH'
" ."PtRMIT ANFORMATION - ------- �3%rpN N;811A --------
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t-:Vumb r, 7494 PAdress Sjl8j
rid.t Ty0e PLUMBING ATLANTIC BEACH FLORIDA 32233
�RIPTION- ---------
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mit"k J $ LY, LUMBINA4�
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SEWZR,'TAP, $0 .00
JACK�O LE BEACH FL 32250 HYDRAULIC' SHARE S0 .00
CONNECTION —0,0,
4"
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to 0 0 'ilk
SEC.lH, IMPACT FEE
f I ALL CONCRETE,FORMS,AND FOOTINGS MUST 09 04SPECTED 139FORE OOURING
WOT CIE,
�::-777-77 7-
PERMIT VOID,SIX.MONTHS AFTER DATEOF ISSUE,
MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MOST NOT BE PLACED IN PUBLIC SPACE,AND'MU$T,BE
D:L
N HAULED AWA BY
Y _EITHER.,CONTRACTOR OR OWNER,
' I' ' RE'TO COMPLY,WITH THE MECHANICS' LIENLAW CAN RESULT IN
' ,PERTY0WNER PAYING TWICE FOR, SUILD[NG WPRO
VEMENTS.
VRLIMTIUN
E0ACCORDING, TO APPROVED PL
J�M. 101V193
AN&WHICH ARE PART OF TH16.PERMITAND $US
ATION lj%?t TO RE
OF
-APOOCABLE PROVISIONS OF,LAW. SD
05,3A
*EPaACTF
'E
Z p
No TO
OU
WpT
DEPARTMENT,
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
JOB LOCATION :-";q-I ------
OWNER OF PROPERTY:
BUILDING CONTRACTORi___&-A------------------------------------
PLUMBING CONTRACTOR
_- ------------------
AND ADDRESS:
------------------------------------
7-------
-dlj:.Yb
TELEPHONE NUMBER:
STATE LICENSE NO.: CQ-y-4j-Q g---------------- --------------
TYPE OF BUILDING:
Simms SHOWERS
-------1 ----LAVATORY -------------WATER HEATERS
----BATH TUBS DISHWASHERS
-------------URINALS DISPOSALS
-------L---CLOSETS -------------WASHING MACHINE
------------FLOOR DRAINS SHOWEN PANS
OTHER
TOTAL FIXTURE ' -)UNT:... 0 x $3. 50 + $15. 00 = $__:),T
A�...
------------------------------------------ -----------------------
INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH
THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE.
CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904 ) 247-5626