Permit 300 Belvedere St ARBOR HOMES, INC.
1140 EDGEWOOD AVE.,SOUTH
JACKSONVILLE,FLORIDA 32205
384-2561
January 15, 1980
Mr. Randy Goodwin
BARNETT BANK OF JACKSONVILLE
Mortgage Loan Department
100 Laura Street
Jacksonville, Florida 32202
Dear Randy:
Would you please file the following plan with the VA as a
single case. It is to be built in Seaspray in Atlantic
Beach on Lot 21, Block 2, PB 35, pg 64A, Vikings Lane.
We would like to ask a value of $39, 500.00 which consists
of the following:
Concrete Block House, Single Garage, Single Bath,
Three Bedrooms, Central Heat and Air, Rangel,
Carpet in Living Room, VAT everywhere else,
A/S Roof.
Would you please do a "Speed-Up" on this case and let
us know the Inspectors name as soon as possible. Thank
you.
Very truly yours
J. D. Weed, Jr.
Vice President
JDWjr:nb
Enc.
'7�
A,, f) IL
7-
APPROVED
CITY OF A.TLANTIC, BIE-ACH
BUILI��G OFF;Cj..
2
cl
/0 1-1 t) -55
C=
X" 34' '1:] ---------- WEB NOTES ----------
E3 3 4. WEBB, 2X4 03 HEM-rIR, rIR-T-1k H. OR �STRNDRRO
X5
3X4 3: so. PrME_
cm cm
VOLMES LUMB ER 41Lp I �Ec=
COMPANY = C= cm cm
C= r=
6550* ROOSEVELT BLVD. C=
c= X--'�T R U S�S —
Sym li- JAICKSONVJLL� FLORIDA 32210
PJ30UTL 5X5 34' G" RLPINE ENGINEERED PRODUCTSvINC.
5X4 114* m" P.D. BOX 2225
FPjs3oyumT A POMPANO BEACHAORIDR 33061
5X5 34' 6' LOCATE TOP CHORD OFF-PANEL SPLICE - 305-781-3333
5X4 34' 0. WITHIN 6" OF PANEL 1/4-POINT. DESIGN CRITERIA TPI
4X4 30' 0" TC LIVE LOAD a 30.0 PSP
0� I 5X4 134' 6: DASHES SHOW TC DEAD LOAD n 7.0 FSF
1:5X3 34' 0 DIRECTION OF BC DEAD LOAD n 10.8 PSF
IX3 30' 0.
ELONGATED TOTAL a 47.0 Par
HOLES IN I'd OUR. FACTOR 1.33
PLATES ON TYPICAL CONTINUOUS JOINTS SPACING 24.6" OC
q.00 so . OVERALL SPANS
PINE 2X4 TC 2X4 BC
35 OEM ED 34' 6" 34' 6"
yz 68 DEN 331 8" 34' 6"
4 E
0. TC PANELS as ED 33' 8" 34' 6"
3X5 34' 6"1 3 EQ. BC PANELS as 32' 8" 34' 6"
3X4 321 6" MEASURED FROM
2.5X4 25' 5" 3X6 34' 6" INSIDE SCARFS #1 DEN ED 33' 4" 34' 6*
2X8 34' 2" #1 DEN 32' 6" 3A' 6"
2X7 35' 0" #1 ED 31' 10" 34' 6"
2X6 25'10" fBRG SPAN #1 30' 9" 34' 6"
*2 DEN ED 31' 4" 34' 6"
#2 DEN 30' 2' 34' 6"
SX6 34' 6' 3.5.0. 34' 6" #2 ED 29' 8" 33' 3"
5X4 30' 0 #2 127' 9" 1 31' 3"
3X6 34' LORDING SPACING
3X5 34- If
0,
3X4 3 0_ q7.0/1 .33 24 .0 of
34' 6" MAX
PLATE TYPE--ALPINE 2X4/2X4 PITCH
UNLEIS THESE SPECIFICATIONS FOR LUMBER AND TRUSSES REGUIRE EXTREME CARE IN HANDLING,
GENERAL NOTES ALPINE COWCTORS ARE FOLLOWED FWD 714E WFRNING ERECTION AND BRACING. SEE -SVT-76- L 43WTS ri 4.0/12
IRUSSES BUILT IN CONFDRMHNCE WITH 'DUALITY CONTROL nANURL' BY 4'TPI, IMAGING VOW TUSSES: CMNTBRY AND RECOMMENDATIONS
G
LL
)DO
NG
N
T14ERE SHALL BE NO WARRANTIES OF THIS DESJGNf EXPRESS DR IMPLIED. 7PI). SEE THIS DESIGN FOR ADDIIJDNRL SPECIAL BRACING Cg*'nFICA 9
ALPINE CONNECTORS ARE MRNUFACIURED FROM 20 GAUGE GALVANIZED STEEL REGUIREMENTS. UNLESS OTHERWISE SHOWN, TOP CHOAD SHALL No Oil
UNLESS OTHERWISE SODWN, MEETING REOUIREMENTS OF RSIM FA46 GRADE A. BE LATERALLY BRACED MIT14 PROPERLY ATTACHED PLYWOOD SPANS TO 34' E;*
APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS SHOWN. SHEATHING, BOTTOM CHORD WITH RIGID CEILING OR BRAC NG S A
I
BEARING WIDIHS ARE 4' NDMINK UNLESS OTHERVISE SHOWN. DESIGN FIT MRXInUM OF 10 FEET 0. C. DO NOT USE THIS DESIGN COPYRIGHT 1979 4660443
STANDARDS CONFORM WITH RPPtICRBLE PROVISIONS OF oms-11 AND elPI-18, WITH FIRE REIRROAN'T TREATED LUMBER.
3/22/79
m--rPI TRUSS PLAN INSTITUTEt NBS - NATIONAL DESIGN SPECIFICATION FOR VOW CONSTRUCTION DRAWO A424,943
FURNISH A COPY Of THIS DESIGN TO ERECTION CONTRACTOR h-MI-COMN- 47/1.33-38t 7+18- 24
BOTT RDS MAY BE REIWORCED WITH SCABS SINGLE DOUBLE TRIPLE C=3 C=3 C=
11) VHUVIOE HUOITIONHL LORD CJ"L;Iiy As GIRDER —
LENGTH rl--GCFS 2-6CAB 2-GCAB 7-08 = C=3 C3 CZ3
SHOWN IN TABLE AT RIGHT. SCABS MUST 13E = CZ3 E=STRNDMOr- c=3
OF SAM SIZE AND GRmoE FIB BOTTOM CHM 14' 0" 24' B'P 28' 1-P 28' 1'P 40' O-P qo- D-P qo' O'P `40' O"N 40* O*N 40' O'N = =
15' 0' 22' 7P 25' 9-P 25- B:P 110: 0-P 410- O-P 40- O-P 40- O'N 40' O"N 40' ON c=3 C=
AM 511FILL HE RTTFICHEO IN THE SHOF TO 18' 0" 20' S'P 23' B-F 23* 0 p 110 O'P qo- 0-f' 40' O'P LID' O'N W' O'N O'N c= =3
GIRMH AS KR W;HEOULE BELOW SM TRIBLE. :) J �E'
IF BRICE IS REQUIRED IN SCRB, IT.15 17' 0" 15' 2-P 21'10-P 21'10"P 38'10'P qO* D-F qO' 0'? 40' O"N W O"N 40' O'N ALI =3
PREFEHFVU TO LOCATE SPLICE q, OR MORE 10' 0" 17* B'P 20' 3'P 20* 3"P 36* I"P qo - O-P 40' -O-P 40' O"N 40' O"N 40' O'N
FROM BOTTOM CHORD SPLICE. CONNECTOR 19' 0' 16' S'P 18' 8-P IS- 5-P 33- 7-P 39- 5? 40' O"F qO* 0'N 40' O,N qO, O'N
PLATES ARE REQUIRED ON BOTH FACES OF 20' 0- 15' 5'P 17' B-P 17' B'F 31' 4-P 36,11-p 38' 5"P 40' O'N 40' O'N qO' O'N R U S�S
SCM HT SPLICE AND SHALL BE A 5XB 21' 0' 14' 5'P IS* 4'P IG' 4"P 29' 5"P 34' B-P 36' 2'P 40' 0'P 40' O'P 40' O"P
22' 0" 13' 77 15' 3-P 15' 37 27' B"P 32' o ? W 2-P 40' O"P W' O-p qo- O-p RLPINE ENGINEERED PRODUCTS,INC.
BEARING AND BLOCK REQUIREMENTS P.O. BOX 2225
-23' 0" 12' 97 IV 3'? IV 37 26' 17 30,1 I'P 32' 3'P 40' O"P 40' O'P 140' 0:? POMPRNO BEACH,FLORIOR 33061
N 2X4 W 2XS # ONE BLOCK 24' 0- 12- 1-P 12:11-P 1211-P 24' 7-P 29' 3-P 29' G-P 39' I-P 40' O-P qO' 0 P
p 2xfi X 2)(6 # ONE BLOCK 25' 0' 11' 5-P 12' O"P 12' O-P 23' 3-P 27' 9-P 27' S'P 37' O"P 40' O'P 40' O'P 305z781-3333
R 2X4 ONE BLOCK Y 2XS # TWO BLOCKS 26' 0" 10*107 11' I"P 11' 1"? 22' I'P 26' 1-P 26' I"P 35' 2-P 38: 8:P 40- D-P DESIGN CRITERIA TPI
T 2X9 Z 2X8 * TWO BLOCK$ 27' 0- 10' 3-P 10' 3-P 10' 3P 21' D"R 24' G'P 24' S'P 33' 5'P 3B 10 P 39' 2'P TC LIVE LOAD - 30.8 PSP
V
I 2X4 TWO BLOCKS 28' 0' 9' B-P 9' B-P S' S-P 19'11'P 23' O-P 23' 0? 31' 9"P 35' 1'P 37' O"P TC DEAD LOAD - 7.8 PSF
LETTERS AFTER TRUSS SPHN DEFINE BC DEAD LOAD - 10.0 PSF
BEARING AND BLOCK REOUIREMENTS 29' 0' 0 S'P 0 9"P B 9"P 181 1"P 21' 7:P 21'-7-P 30' 2-P 33- 5-P 34-11-P TOTAL - 47.8 Psr
SEE DRAIJING R117 FOR BLOCK NAILING 30' 0' 8 O'P 8 O'P 8 O'P 10' O-P 20' 3 P 20'j 3-P 29' 9"P 31'10'P 33' O"P DUR. FACTOR 1.33
31' 0- 7' 4-P 7' 4'P 7' 4'P 17' 2'? I8'I1'P I[r I I"P 27' 5'P 30' S"P 31' 2"P
AND UIHER GIRDER DRIR.
32' 0- 6' B-N 6' B-N 6' B'N 16' 5-P 17' B"P 17' B-P 26' 2"P 29' 2"P 29' 47
syri 33' 0" G' O-N G' O"N G' O'N 15' B-P 16' 5'P 16' 5"P 25' I'P 27' B'P 27' 8'P
R13001 34' 0' 5' 5'N 1 5' S'N 1 5' 5'N 115' O"P 115' 4"P 115' 4"P 124' 0'?126' O'P 26' O'P SOUTHERN PINE
BOLT TRUSSES MUST BE SUPPORTED ON FACE OPPOSITE SCABS
6x10 N m N ITL N mr N. mi__
k I.,um TOP CHORD 2X 4 #1 DEN KD
NR ILL KNm 1-,-0 M
3x9 S BOT CHORD 2X 6 #1 DEN XD
jx I s 1) SC I IE-401. WEBS 2X 4 #2
/B /C R/B R/C I A/DG I R/C R/DG I R/EG
2x4 USE 160 NAILS (IN STAGGE ATTERN)
(2) 4x7 RS EACH LAYER IS APPLIED.
CLINCH ALL NAILS IN 2 MEMBER GIRDERS. ap
4.00 8--NRILSs: TC 7'D.C. : VESTS is-D.C. *%—
Eq. PnIs T.('-B--NRILSI: BC RND/OR SCAB 3.5"O.C.
BI -- 6 Eq. Pn1s B.C.C--NRILS&: BC 2.5'O.C. : SCABS 3.5'C�C.
0--NRILSa: BC 2.0"O.C. : SLABS 3.5'O.C.
2x6 6x6 6x6 E--NRILS&: BC 2.D'O.C. : SCABS 4'O.C.
8x8/spl. 7X8 EOLMES LUM COMPANY &F-ONE .5' THRU BOLT MAY BE SIJBSTITUTED
FOR EVERY 2 NRILS. IDOL 'iflli- SPACING-
spl . �6550 ROOM BLVD.- 18' MAX) . 1.5- MIN. BOTTOM EDGE DIST. LOADING
--FIDD .5- THRU BOLTS FIT EACH 8C PW PT 47.0/1 .33
RNO
ERCH SIDE OF SO SPLICES. NOT RED.
FOR BC IF SCHEDULE *F* IS UGEO. 2Xq/2XG PITCH
11111�S THESE ISPE111-11-81 IONS FOR LOMHER AND TRUSSES RFnUIRE EXTREME CHRE IN HRNOLING,
GENEIRK NOTES FA PINE COW L1OR5 H?L f 011 OWED HNI) THE WMNING ERECTION imll WRCING SEE -BWT-76' 66KTS pp 4 . 0/12
ROS�kS dDif I IN IA)Nfl)HMWt WITH -UUHt-IIY CONIRIX 11HAAC" ill 41PI, lbRHLING 9000 TRUSSES: LEMENTRRY AND RECOMIENOATIONS- I'm 9. 444
Sp�
rHfRf �4011- th NO iiHMANIIIES 011 THIS DESIGN, EXPRESS OR IMPLIED. -TPI). SEE THIS DESIGN FOR FkDJI7IONFIL SPECIAL 13RACINGG
f HL I L REUUIREMENTS. UNLESS OTHERWISE SHOWN, 1 C iCATI
tFINL CONNECTORS HRL I'll"11NIfFICIURLD FRO11 20 60)GI, GHtVHNI1ID SHILL Op How SIHRLL KnIF
UNt_ESS DIHERW SE SHOWN, riftli G Rf0UIkLMLNfS Ul HbIM H446 GRHUE R. BE LATERALLY 13RKED 91TH PRDPERLY HITALNEC) PLYWDOO a 911 SPANS TO 34 ' 0
HppI y LONNELIORIS 10 WIH FAGIS FIT tRIJi JOINT RND LULRfk Rb SHOWN. SHIERIHING, BOT70M CHORD WITH RIGID CEILING DR aRACING
I AR 1 t,
bLHMIN6 Will 16 E 4- W I" L441 ,4 UIHLHWIbL bHOWN. DESIGN Fit MRXIMU11 (IF 10 FEET 0- C- OD Not USE THIS DESIGN COPYRIGHT 1979 492.D466
I FLORIO,
STANDARDS CON�Wfl WITH HFt't ICHOLL. MVISIONS r* NUS 17 AND IP1 18 WITH F RE RETAR(Ml TREATED LUAMR-DIN
FP1 - TRUSS PIRIE INSTITUTE, NOS - NHIIDNftL DFSICN SPIECIFICSTICIN FOR WOOO-CONSTRUC _ ED f 10116/79 DRAw* A425,216
FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR -A-MI-COHN- 47/1.33-30+ 7*10-
CITY OF
716 OCEAN BOULEVARD
P.0.BOX 26
ATLANTIC BEACH,FLORIDA 32233
TELEPHONE(904)249-2396
June 29, 1984
Ms. Teresa Hutson
300 Belvedere Street
Atlantic Beach, Florida 32233
Subject: Garage Enclosure; 300 Belvedere Street
Dear Ms. Hutson,
On May J7 , 1984 , the City of Atlantic Beach issued a
building permit to Darwin Schmidt to enclose your
garage at the above-referenced address. Also on
May i7th, you signed a statement, certifying that you
would comply with Section III,H,9 of the Land Develop-
ment Code of the City of Atlantic Beach, on enclosing
your garage.
Investigation of this property discloses and we have
determined that your property is in violation of
Section III,H,9 of the Code; that your residence does
not have two paved parking spaces behind the required
front setback line.
In order to avoid further action by the City, you are
instructed to comply immediately with Section III,H,9
of the Land Development Code.
Please call this office to make an appointment for
inspection of the parking when complete. If you have
any questions please call,
Si cerely,
Rene' Angers
cc: Building File Building & zoning Representative
Building Inspector
CITY OF
1*&at& Vead - 9&u�&
716 OCEAN BOULEVARD
P.0.BOX 25
ATLANTIC BEACH,FLORIDA 32233
TELEPHONE(904)249-2395
May 17 , 1984
I , Teresa A. Hudson, certify that my
property at 300 Belvedere Street will
have two paved parking spaces behind
the required setback line after the
existing carport is enclosed; in
compliance with Section III , H, 9 , of
the Land Development Code of the City
of Atlantic Beach.
I-,
Witness :
/C
/s
DEPARTMENT OF BUILDING
CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. 5962_1 I
PERMIT TO BUILD i
issuance pendi g�
THIS PERMIT MUST BE POSTED ON JOB
on return of
Date May 7 letter from
owner
Valuation$ 71806 40 Fee$ 85 - ISO
This permit not valid until above fee has been paid to City Treasurer,and is TI
subject to revocation for violation of applicable provisions of law. 7
This is to certify that Darwin Schraidt -'17
2866 Loran Drive West
has permission to build A-dJAI-ti-on aS p(ar pla,"S
Classification residusital Zone
Owned by TP rk-_q 11.q TTI I d
Lot Block S/D
House No. 300 Belvedere Street
According to approved plans which are part of this permit
NOTICE—ALL CONCRETE FORMS
AND FOOTINGS MUST BE IN-
SPECTED BEFORE POURING.
PERMIT VOID SIX MONTHS
_n AFTER DATE OF ISSUE
;U
0 Building material,rubbish and debris
_z from this work must not be placed
in public space, and must be cleared
up a It ed away by either con-
r owner.
Building Official.
FOR OFFICE PERMIT
USE ONLY NUMBER DATE
CONTRACTOR
PLUMBING
ELECTRICAL
SEWER
WATER
OOW
VOT: FIA.'"I 1)1 �6:. - -- -.-.
ME CHA\I CAI.:
E.I.W1 R I CAL:
BUILDING PEIC-11T W01,KSHEET
HFATED SQUARE FOOTAGE: per sq. ft. =
GARAGE (PRIVATE/SHED): @ per sq. ft. =
CAITORT: @.$ per sq. ft. =
PORCHES: @ $ per sq. ft. =
DECK: @ $ per sq. f t. =
PATIO: @ $ per sq. ft. =
TOTAL VALUATION:
PERIMIT FEES
:L
-�-04 VALUATI ON DATA Ist
RE!,,'AlNj�ER VALUATION @ $ S4)e) per thousand
or portion thereof
TOTAL BUILDING PERAIT FEE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
PLUS 1-2 THE BUILDING PERMIT FOR PLAN FILING FEE. . . . . . . . . . . $
TOTAL FEE DUE. . . . . . . . . . . .. . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . .
------------------------------------ -------------- --------------
I, --? �,
PLU','BING PERMIT FEE: $ I-ECFLUMNICAL P-TRAIT FEE. vl�
ELECIRICAL RESIDENTIAL: $ ELECTRICAL TF-'j-PORARY:
WATER �IETER SIZE: FEE: $
SElv'ER CONNECTION CILkRGE; SQUARE FOOTAGE: FEE
WATER CONNECTION MARGE: FIXTURE L'NITS $10.00 PER UNIT:
ACCOUNT NO. :
APPROVED BY: TOTAL BUILDING/PLAN. FILING FEES: $
TOTAL !�ATER -'.ETi7R CHARGE:
TOTAL WATER CONNECTION CP-4RGE:
TOTAL SEWER CO':�,-ECTIOX CPARGE:
"V
GRA-ND TOTAL DUE:
C-A
cr�
rA
co
C6 CO
0) tTN
co
rA
r-A
to
1 t4 �111 41d
C- 0
ell
oo
47
,,-j A-1
CV'i
L"O
40
Alow
01
el
Ov
-tt
41
�i:7 Z
4f
RL
-Oomftft�
JOB ADDAWSS
t4CTOR
TTPE DATE F s F.Mil
FOUNDATION
SLAB
TMMMING M)
SEWER
1/12 e',el e
six,m. tc&� �,fo
(f
VIRAL
CITY )'F RTIAM'JO�' ZEACB
iq Llolt
LOOPYIXON
No-,
zc
PLUMBEIR
14.15PECITED BY
CITY OF ATLANTIC BEACH
APPLICATION FOR WATER CUT-IN
APPLICATION IS HERMY MADE FOR WATER CUT-IN AT
THE FOLLa4ING ADDPESS FOR UNIT (S)
CUT-IN CHARGE OF
ST= NO.
LOT 131= SUBDIVISION
ACCOUNT NO.
MASTER PLUMBER
MAILING ADDRESS
DATE__J-_-
NETER NO. DATE INSTALLED
-e 7-e
DEPARTMENT OF BUILDING 4261
i�ITY OF ATLANTIC BEACH. FLORIDA PERMIT NO.
PERMIT TO BUILD
THIS PERMIT MUST BE POSTED ON JOB
D +,e 1/23 1980—
Valuation$40,9 16.00. Fee S 113.78._
This pennit not valid until above fee has been paid to City Treasurer, and is
subject to revocation for violation of applicable provisions of law.
rhis is to certify that New 112-t Co
has permission to buila a s1f-Dwelling According.to plans- submitted.
Classification realdmtial
Owned 21 New 1-%t Co. 2 SeaSpray
Lot Block----------S/D
House No RQ31alpdw 1-r t
paot"
According to approved plans which are part of this permit
NOTICF—ALL CONCRETE FORMS
AND FOOTINGS MUST BE IN-
SPECTED BEFORE POURING.
PERMIT VOID SIX MONTHS
AFTER DATE OF ISSUE
4-1p- 0 Building material, rubbish and debris
.4 Z from this work must not be placed in
public space, and must be cleared up
and haifled away by either contractor
or owner.
Bill 14. Davis
Ruildio
r TL
'6
FOR OFFICE PERMIT DATE COtf"&PMOR
USE ONLY NUMBER
PLUMBING "y'
ELECTRICAL
SEWER
WATER
look
Date......... ------19
1.10- CITY OF ATLANI Permit
Valuation ..................
FLORID) JAN 17 1980 KOUMG
..........
APPUCATION FOR BUIM46FPSM(C BEACH 7- �o
..............
Application in hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the
building or other structure described. This application Is made in compliance and conformity with the Building Ordinance of
the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic
Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether
herein specified or not.
The Contractor or Owner-Buflder who has been issued a Buildinx Permit is automatically responsible to ascertain that all sub-
contractors engaged by him an duly licensed in the City of Atlanfic Beach,Florida. To prevent delay or embarrsament regard-
ing intermediate or final Inspections It Is suggested that a list of sub-contractors be submitted to this office so that licenses can
be verified.
Date........ .................................
.....................................
Owner.... C�Pvy A.-i/.................Address...
Architect................................................................................................Address...........................................................Telepime No—-------------------------
Contractor Builder..............5- E-----&v�...��f .......Address...........................................................Telephone No.............................
Lot No.......ay...................................Block No.-...A...................Sub Division...�5 .......................................Zone.................
............................................................Street,........................Side Between.....................................................and-.....................................................Sto.
'3 ...r
Valuation $347 .!!fFor what purpose will building be censtructioa�.ef. 'r....
-2;)5- '�.T ..43,40 C-
Dimensions of Building2YR...�c ..........Dimensions of Lot....AaO.....KYAQ!..................Siss of Footings....g......k..g-.C)..........
.... .... .......
-/-V<-A x
Type ...... ..............
Size of Piers....................................Siss of SIN...............................Greatest Sill SIM in ft... .................. Roof..5� /
Now will Building be Heated?-CC- 7�&4:...RF "At.....Will Building be on Solid or Filled Ground?...r��.A4-D. .............
Sise of Ceiling Joists.......................................... Distance on Centers............................................p Greatest Blom.........................................
Size of Floor Joists...............................................Distance on Centers........... ................................ Greatest Span..................... .....................
Size of Rafters........vleks'5 j4��---------..........Distance on Centers........ ...................9 Greatest span......a..4P.........................
This rectangle Is to represent the lot.
Locate the buIlding or buildings In the
A P' ht position. Give distance in feet from
V D lot-lines wW ezbftx buildings.
MIT 0�- I i
'EA1311 MAR LOT LDM
Two copies of plans and specifications shall !,No CFFiC'T�
be submitted with application.
Inspections required. 4
1. When steel Is In place and ready to poor footing.
2. When steel is In plus and ready to pour columm
3. When steel is In place and ready to pour beam.
4. When framing is completed.
5. When rough plumbing is completed,and ready to cover up. a57
ell 2- 4 1 8
6. When septic tank drain field or newer is laid but before it is covered. 04 ace
7. Electrical Inspection by City of Jacksonville.
S. Final Inspection. L72 1,
Note: In case of any rejection,re-inspection MUST be called for after
corrections an made. JT
FRONT OF LOT
In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said
work in accordance with the attached plans said specifications, which are a part hareof, and in accordance,with the building
regulations of the City of Atlantic Beach.
Signatureof Builder Address....................................................................................I...............
-9 of Owner ..............- Address ..................
Signatuz
.0
CITY OP ATLANTIC BEACH
WA= CONNECTION CHARGE
DATE
LOCATION
MIER
PLUMBING FIRM
YASTER PLLlMBER,
BUILDER OR CONTRACTOR
TYPE OF BUILDING
BATHROOM GROUP CONSISTING CF SHOWER STALL, DOMESTIC (2 units)
V&TER CLOSET IAVATORY & BATHTUB
OR SHOWER (6 units) SHOWER GROUPS PER BEAD (3 units)
BATHTUB (WITH OR WITHOUT OVER SURGEOND SINK (3 units)
HEAD SHOWER) (2 units)
FLUSHING RIM S INK (8 units)
BIDET (3 units)
SERVICE SINK TRAP ST!A:ND (3 units)
coMmaqATION SINK AND TRAY (3 units)
POT, SCALLERY SINK (4 units)
COMBMTION SINK AND TRAY W/FMD DIS.
(4 units) UR1NAL, PEDESTAL, SYPHON JET
BLOWOUT (8 units)
DENTAL UNIT OR CUSPIDOR (1 unit)
URINAL, WALL LIP (4 units)
DENTAL LAVATORY (1 unit)
URIML STALL, WASHOUT (4 units)
FOUNTAIN (1/2 unit)
UPMLAL TROUGH EACH 2-FT. SECTION
DISHWASHER (2 units) (2 units)
FLOOR DRAINS (1 unit) WASHING MACHDE RES. (3 units)
KITCHEN SINK (2 units) WASH SINK EACH SET OF FAU=
(2 units)
KITCHEN SINK W//FOOD VASTE GRINDER
(3 units) WATER CLOSET, TANK OP (4 units)
1AVATORY (1 unit) VP= CLOSETS, VALVE OP (8 units)
LAVATORY, BARBER, BEAUTY PARIDR LAUNDRY TRAY (2 units)
(2 units)
LAVATORY, SURMONDS (2 units)
^ -
-
JOB ADDUSS
--~~-~�~-' _'��.�=~m^�--~�-��_:-_.�_�==��=-��=`-�~- ----'-^-
'
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CITY CF ATLANTIC BEACH
APPLICATION FORPLUMBIM -PEI;d%nT
Date
Location
Plumbing Finn
-Mast:er Plumber
City/Comty Occupaticnal License No.
State Certificate No.
Builder or Contractor
Type of Building
SINKS, SHOWMS
LAVATORY HEATERS
BAM TUBS DISHWASHER S
URINALS DISPOSALS
";LCLOSETS WASHM MM3MM
FLOOR DRAINS
OTHER
__�LTOM�.FDnURE COUNT
INSMMATION OF PLLZIBING AND FIXTUIMS NUST BE IN ACCORDANCE W7ITH THE NDST
RECENT EDITION OF THE SOUTHERN STANDARD pLLMING CODE.
CITY CF ATIAMIC BEACH
716 OCEAN BOULEVARD
ATLMMC BEACHr FIDRIDA
AMMAN TO BUIMING
1. Building location.;
2. The attached plan for the above building is, approved iect4 meeting the following
applicable construcition requirerrents:
a. Footings shall be continuous monolithic concrete under exterior walls, reinforced
with two 5/8" deformed reinforcing rods for one-story buildings and three 5/8"
deforwd reinforcing rods for two-story buildings. Reinforcing rods shall be
placed in the lower one-third of the footings, properly placed and fastened on
metal cables with wire. Footings shall be six inches wider on each side than the
wall above, shall be at least eight inches thick and shall rest on firm soil at
lea t twelve inches below undisturbed soil.
b. In hollow masonry unit construction, each unit cell shall be reinforced with at
least on No. 4 bar at all corners, poured and tanped with concrete; such rein-
forcing shall be properly tied into the footing and spandral beam.
c. All wood truss rafters (roof construciton) , shall be securely fastened to the
exterior walls with approved hu—r—ricane anchors or clips.
d. Construction of nearby on—efamily dwellings, which are duplicates or intensely
similar, shall be avoided. Such similarity considers the external configuration
and appearance (i.e., roof, outer wall materials, window size and design, and
other like characteristics)- of structures. In accord with the foregoing, similar
or duplicate hcrnes shall not be constructed within close proximity of each other,
and shall be at least 500 feet apart if any me similar dwelling is visible from
arrj other similar dwelling.
e. The final connection between the house plumbin and sewer service
connection (at the prcpefty line) must be ted by th ty before being
covered.
The undersigned hereby certifies that he has read the above and understands that this
addendun takes precedence over any contrary details to the plans and specifications
and agrees to cmply with the intent of this addendum.
c5
Contractor/Owner
/Date/1-92
ATLAMIC SMIi
APPLICATION F09 PLUMING P"�41T
PSMIT
Date
20. 19
Lot woo Block so.-
*aster plumbw
Builder cc Contractor C260� (0
-..Poxmit Noe.
Type of Building
sirAS.L....Lavatozy
Floot Dvainx....�how"#S
Total FLXturos.
NO WORK MOT as am -UML---A PWMT HU BA-M PXOCUPADO
pLA= AnD spz=jemams not ,obw a plan, and deadziptica of tAe site
location of all the *oil and vImt pjrWj and the ausber and location of al I
ft. Isis of the City of. Atlantic
Beach, Flocida) met be "qwi� *a bmdL of aWication, and be appeoved tV
the Plumbing Inspectoc.
MM PIM AM 8 SCAT OF ABOW RIUMIM =-X"*
ESE
AW*v" by .91lu"J."
C"Im MR OMY)
JUUMUM
CxwWICAWX 1"Tws-,
6635
�;ommwmmmr OF auto
'61YOFATI�ANTII�, fAI;,H
PERMIT INFORXATXON ------ LOCATION INFORMATION
-per it::N4mber: 66359 Addiess,:��,`300 SELVEDERE STREET
P,erMit Type: FENCE
ATLANTIC BEACH, FLORIDA 32233
c-1
as�s of, 'work NEW OALIOESCRIPTtON ----------
cohs Lot
tr�l Type. k 21 Section:
p vosed U.se:. SINGLE FAM19LY
ro Townshipi RNG 0
6wel I in,
subdivision,-� strAsPRAY,
I �Code: ,
X�timated Value.,'
9. 450.0 .00
Impr V.
To $10-00
Amo -0
$10.i 0
5/,9:3
U rXINICE ARb
OT H I
'KAU
13
R
Jog E
"PLICATION PUS -
$10 00
�0
ikad r e
Z STRUT A 4,14 S 0 0 0
X AC FEE
IF
E : FLORI FEE- P
PhA 7 40 ATER METER' $0 00
GAS-H.R.S. , 00
TR, R 999999 PORXAT� RADON,,-OA6 - S$kl $0.100,
W�R I ��-(TAP
p $0.00'
r4 UNER : TA
H LIC'SRAIRE .40".00
�iPAAU
At-:"r"spjtcT -FEZ
Type�:,� I
NOTES:
NOTICE, ALL CONCRIETE,F M$ANOIF
OR , OOTINGS MUST OVINSPLECTED OPEFORE POURING
PERMIT VQID:$(X MONTHS AFTE40AT9,Of IsSU,E
BUILDING MATERIAL,RUBBISH AND DEBRIS FROM'THIS WORK MUST,40faE PLACED 14 PUBLIC SPACE,AND MUST BE
L , t, : , RACTOR
CLEAAED,,UP AND HAULED AWAY, - 11 1 : 11 �",1 9 1 1 1 1 1 � 9 F9 1
By EITH R CONT OR OWNER
T
YWITH �"e EN I�AW CAN RE
4,,I:FAI LURETO Com PL ' 'MOCHAMCS? L1 SUIJ IN"
R
y 'TWICE: P00 OUILDING4WIP, OVEMENTS."
T14E PROPERTY.OWNER PA ING
mvc-. AA t4w ift"
H ARE PART 0
'oCOA091140 TO APPROVEOPLANS WN d'' F.tHIS,,-PERMIT AND,SUBJ 4wTO Ai�a
$IONS OF LAW.,
1,PLATION,OP A
PPLICABLE PAOVi,
t
un
fEmIpT Njm; 09509'
�ATLANTIC SF-ACH;SUILDING DEPARTMENT
-j
APPLICATION FOR FENCE PERMIT
Owners name--- p h c.,n E. 2 q-7 3 S'VO
Job Address 3CO
Lot Block arid/or Unit # f— ------slabdivi"i0ij-
Contractor if different from
------------------------------------------------------------------------
C111-0
Valuation of fence S Corner or interior lot
Type construction
....
Show location and height of fence as well as location of
street(s) .
CUT
APR 15 1993
Building and Zo-ning
Owner signature...... Date
7-3
Contractor signature
MAP SHOWING SURVEY OF
3 77)
according to plot recorded in Plat Book 35- Page-!'e':�� of the current public
records of 4WYA4- County,Florida. Examination of Flood Hazard Boundary Map, Community
No. Panel 490e-L�2 I dated Indicates
that the property shown and described hereon lies within a Zone-0
area.
0 7- Z 0 7- 3
Al- 22032 '004'- ,C /00- 00 ,
Nk
PO
A�
'7
:—Z 4
.2—
X
la. 3' 00
ki 7-16
S 7-Y. S 7-41<!CO
'Ilk
i.e7
A�,3' 7j�o
Ale,
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7)
or
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1W
DEPARTMENT OF BUILDING
CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO.- 4268
PERMIT TO BUILD
THIS PERMIT MUST BE POSTED ON JOB
D te LL
Plumbing 9.00
Valuation$ Fee 8
This pamit not valid until above fee has been paid to City Treasurer, and is
subject to evocation for violation of applicable provisions of law.
This is to certify that Dan Ilarris PlumhiUg-Cos
has permission to * jaetall I bAth t-jibr-2 cInsets
I water heater.1 washiug machine.
Classification residential
Owned by— New Net
Lot 21 Block_ 2 S/D Sea Spray
House No 300 Belvedere Street
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
4-110- 0 Building material, rubbish and debris
from this work must not be placed in
public space, and must be cleared up
and hatiled away by either contractor
or owner.
Bill M. Davis
Building OYM� TL
FOR OFFICE PERMIT DATE CON"444TOR
USE ONLY NUMBER la
�'f W, ;;P,
t4
PLUMBING t 4
ELECTRICAL
SEWER
WATER
k
ENTOFS IL01
NO
OF ATLANTIC SEACH
PERMIT INFORMATION LOCATION INFORMATION
Humbert 300 SELVEDERE STREET .
T ATLANTIC REACH, FLQRIDA� 3Z*3
Permit ypOt SUILDI
LEGAL DESCRIPTION
Close of-Work% ALTERA,
RAN$ Lot t, $lock sectiont
Typel 'WOOD F,
Propciw*d Uses SINGLE FAMILY P'lot Sook3
Subdiyinioxii SEASPRAY
D%0 iinow; 0 Codet
------ OWNER ,INFORMAT16H - ----------
vatimat44 Volual
Improv. Cost 1' *1,00 00 TODD &, AMY W"IOM
Ad4ripaSs 300 SELMDERE STREET 4,
3:2
07* ATLANTIC BEACH,
47-3440
'7/as
Q
EMS INTxRI0* WORvROVE fIREPLACE/NEW WALLYRAXSE FLOOR
PLICATION FEES ---- 7,50 T-
*7 50
;`4y 7.0 1
1A 1W,004 0,
10i'TOR IMPACT,PRg
'T ps: OOtA
/Cie/3pl
0
My
AV �1�
Q
RADON, OAS $0.0.0
'00. 100 .
WAT" TAP
--;,SV14 'TAP�
N5,
1% HY AU, XC� SHARE
As-INSPECT FEE
�k IN
NOTES:
E
NOTIC,E—ALL CONCRET9,FORMS AND FOOTINGS MUST PE INSPECTIED BIEFOR POURIhG,
0,ERMITVO4D SI -,ER PA
X.MONTHS AFT TE1OFJS$UE'
B UILDING MATERIAL,R I UBBISHAND DEBRIS FROM THIS W0141 , SPACE,AND MUST BE,
K MUST NOT BE PLACED, IN PUBLIC
T
CLEARED UP AND HAULED AWAY,8YtITH", CO
NTRACTOR OR OWNER.',
6"FAILURE ,'TO COM ."LIEN LAW CAN RESULT IN '
PLYWITH, THE� MECMANICIS,
PAYING:TWIC NTS.
THE 00 tnw,OWN,EA' E:FOA BUILDINGIMPROVEMt
sue- - 'b N R
6-F THIS PERMIT AND SUBJECT TO REVOCAbO
PROVED PLA S'WHICH ARE PART N FO
',b D1':1ACC RDINGTO AP
LA! 100-OPAPP,
LI
T CA6Lt,PROVI,S10.kS OF LAW.
ATLANTtpAtEACH BUILDING PEP NT
4-t
,"4-"
'P.G! V[U,Y ul-,.�',Cl)11, 1'1 ON 4
716 MEAN BOULIWAIM
1'.().11OX25
XYLAU'l W I I KA('11, 1 1 OP I DA
111.1AIMIM;VIUO:!W 2N)W5
----------
101'
L)-cr,L Hainc DEISCRIPTION OF U,
11 AZARD
If, in n FLOOD - 4, VAJ
L C L,"
complc?L,..� pn9e 3. Brief
D(.,ct c v I-)I,I
Clauc of Work:
(Ifew/Remodel/Additi.11)
111FORHA-1-:1011
Type of
Cons Lruc Lion:_A?,�
Dir,Lvict: Estimated Value !4--
--------------------- J -------------
FxcI2-[)LioIlr- or I In 1.r T.A.n A.I'l 1
.......-----------�
VIii. IiiiicQu Uvon Lod
Solid or
Filled
Ground Pool:
Hethod of Heating:..................
Prol.,)erLy Phone:
n Y
Addr(-117c-
---------------------------
Z i
-----------------------
0]
Colt 1A?A CTUR 1111 MUD FIOII
Coil Lrac;Lor
---------------------------------------------- --------------
Addreca:................
---------------------
-------------------------------------------------- Zip:
ExpiraLioll
-e------------ ------------------------------- DaL
In corir3idcr at ion of permit cliven for doiny Lhe Ieoil� nt.; dcur-ribed
it. tllc� nbove s t a L e III I-n t,
t!- vi c hereby agree to perform Unid wox Ic ill
"cr-cil-danct-, with the ,Ittr
-jr-Iled Plans and specifications which nre
POYL hereof, Und in accordance with all rules
and regulationc;
-UP Aa lch.
of the City of A Dez
C)wiif.,.,r Sign-atuve
- ----------Date
----------- ------
Contractor Signaturc ............................Date
FLOODPLAIN DEVELOPME-11T INFORMATION
Type of Development : New' Building
Alterations to Existing Building
Flood
Required Floor Elevation
Ac,tAj,,i I- Im i I t.) i-. F- 10m., j-'J.(!vjtt:j Oki
If locaLed within a flood hazard zone ..(zone A) a survey must be
made after Lhe slab has been POU17ed, cerLifying that the "Towest:
1 1.
floor e —eviFE`-�i–n`ls equa to or above the base flood elevaLion
�-S--E–aurl�s lie�Fr--o–r that zone.
No Final Inspection will be made and No Certificate of Occupancy
will be issued until the survey is on file with the Building Department .
C01-HENTS
Applicant acknowledgement : I understand that the issuance of Lhis
perinit is contingent upon the' 'above 'information 1)einj, correct: and
Lhat: the platis and supporting daLa have been' or shall be provided
as required. I agree to comply with all applicable. provisions of
Ordinance No . 25-7-11 and all other laws or ordinances effecting
the proposed developemnL .
Date Applicantls Signa�ure
-------------------------------- ------------------------------
Department Use
Survey filed with the Building Department on
Certified Lowest Floor Elevation
Required Lowest Floor Elevation' '
Building Department Representative