88 W 5th St (vault) BUILDING, PLANNING AND ZONING INSPECTION DEPAR TMENT
CITY OFATLANT[CBF,4CH, FLORIDA
CERTIFICATE OF OCCUPANCY
WORKSHEET
Date Requested:
Building Contractor:
Building Permit Number: / 3
Address: 5,-t��
Legal Description: 7,,/,
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
1-e /�M
Lowest Floor Elevation: 12-5
required as built
BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING HUST BE COMPLETE
DEPARTMENT DATE NOTIFIED DATE APPROVED BY
Fire
Public Works .3- 97 -3- jl--q7 PA)
Planning /1 -9-7
Building
ADDRESS
BUILDING PERMIT NUMBER-
INSPECTIONS: FOOTING
UNDER SLAB PLUMBING
SLAB
FRAMING-
COVER-UP
INSULATION
FINAL BUILDING
CERTIFICATE OF OCCUPANCY_
-6
ELECTRICAL PERMIT # V -2-0
INSPECTIONS ROUGH
FINAL -9
MECHANICAL PERMIT #
PLUMBING PERMIT
NOTES :
---- CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TELi 247-5826-FAk 247-5877
LbObATION 11 ORMA
TREET
Address:
PIERM]t- 86
Permit Number: ATLANTIC BEACH, FL 32233
Permit Type: SCREEN ENCLOSURE Township: Range: Book: 18
1 Block: 76 Section:
Class of Work: NEW Lot(s):E41-5 ' 4
LE FAMILY I SECTION H
Proposed Use: SING Subdivision:
Square Feet: Parcel Number:
E—FOkM,&TION
Est. Value:
Improv. Cost: 1,570.00 Name: MOSKOWIT9Z�, PAT
Date Issued: 12/19/2001 Address: 88 W. FIFTH STREET
Total Fees: 30-00 .. ATLANTIC BEACH, FL 32233
30.00
Amount Paid: 000-0000 ---
Date Paid: 12/19/2001
Work Desc: REE El Nr-1 I N FEES :so
—Co
......... .....
T PICAL ENCLUZ5UKt
%
. ...... ... ....
ART--
Ito
v.
77
L
F60TING
V-1
ECTION
O'k TJ
NOTIC
'PUBLI
tmr&2,-%
C SPACE, AND
D
BUILDING MATERIAL,
RED UP A -ED P.
MUST BE CLEARED UP A
U LT IN THE
"FAILURE To COMPLY
PROPERTY OWNER PAYING
HIS
PERMIT AND SUBJECT To REVOCATION
ISSUED ACCORDING TO APPROVED PLANS A
FOR VIOLATION OF APPLICABLE pROvISIONS OF LAW.,
Date: 12/28/8181 Receipt: N20841
ATLANTIC BEACH I D CHECKS Ion
1V ED
RECF,41
2 VU OF ATLANTIC BEACH
PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIOAp 2 kwul
Cit-Y of AtIa0LI(M0,VtNQ, DEMOLITIONS City of Atlantic Beadl
and Z
and
Owner(s) ��T
JobAddress. 3B !S-fl- 54- Phone cg q 6, 11
Lot# Block or Unit# Subdivision
Contractor 1 5.%J1 tj N�Q_Spw!�_ - State License# 0— W 3
I Phone ibq -
0 M R)hjd
Address c2,2 73-3 11 al L
city F� -3 Z_Z�.State zip
Describe work to be done In4j _
Present use of building
Valuation of Proposed Construction 5-70
Proposed use
Is this an addition? If yes, what are the dimensions of the added space: x
Will the added area be heated and cooled? New electrical (or increase) N)Z)
*esent use of building
New plumbing fixtures? N 0 New fireplace? New Heat/AC? N
SUBMIT THREE (COMMERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS,S INCLUDING
SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/
CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR.
Date:
*�rSignature of OWNE��� 7
-Signature of CONTRACiG�!� Date
STATE OF FLORIDA
COUNTY OF
Sworn to (or affirTned) and subscribed before me this -7 day of
AS TO OWNER: Notary's
LISA M.TEWS-NEWSOME
My Comm Up.3/2WW2 a--,,personally known
No.CC 728173 0 Produced Identification
I r0"Iy VJWAM I I ONW 1.0L Type of identification produced
Sworn to (o� affirmed) and subscribed before me this day of
ly of
- Signatu
AS TO CONTRACTOR: Notary.s
LISA M.TEWS-NEWSOME eZPersona lyy known
My Comm Exp.3/26/2002 C1 Produced Identification
No CC 728173
II."Iy'Km" 1)00W I.D. Type of identification produced
CITY OF ATLANTIC BEACH PER14IT CALCULATION SHEET
Address Z- �s 03
Date
Heated Sauare Footage —,)er sa S
Garaae/Shed ILI' $
_per sq
C a.-p o r t P o r ch sa S.
Deck
_per s q
Patio .--P
- 70
TOTAL VALUMITIGN :
C,
Total )4aivation ist
1- f,& -r---- - --7,
z ---rtho
Rema-miric e usand
Valu er
ID 10 artion thereof
TOTAL BUILDING FEE
+ 1/ 2 Filipg Fee
i Firepiaces @ $15 , 00 s
BUILDIN�'-' PERMIT FEE S—
WATER IMPACT FEE
SEWER IMPACT FEF
WATER METER/TAP
CAPITRL IMPROVEMENT
SEWER TA'P 5--
RADON (F.FS')
SECTION H PAVING
jjy'-r,R--7�UJ7,IC STIARES
CROSS CONNECTION
SURCHARGE . 0050
011'H E R $
r3
GRAND TOTAL DUE c
ADDITIONf"'%-7. PERMITS OR FEES: Mechan-ical—;
-inctPool
Z e c t r 1-c/New Electr-1c/Temr,_.: ,L73w1 ml
I S-j-an a Floor Elevat-- ori
We '
Sept.Lc Tank --F n, s
Survey other
CALCULATIONS an6/ or N-OTES :
ufv/ 7(o- D
MAP SHOWING BOUNDARY SURVEY OF
A744AIrle a6'14641
AS RECORDED IN PLAT BOOK /(5 PAGES 31� OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA.
F 0 R 7-,41 aq11V,4 ep,14 5 51r llldAl�-g
NOT19; or"'RAM --- 304,04-9-1 ;Rol-
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RECE
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L�'��j of AtlantIC
Building and
4.5,4707
N�
4,1 7 .5
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APPROvED
'o CITY OF ATLANTIC BEACH
CC M
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BUILDING OFFICE
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3D VIEW
Pool Cage Designer
12-07-2001 Copyright 1995-99 Wilson Software Corp.
To obtain a copy of this program call 1-941-460-0476
Job Number : 12-07-2001
Customer :
C)
I L)
APPRoVEn
�CJTY, OF ATLANTIC BEACK
EWILDING OFFICE
DEC 14
SECTI'ON I SCREENED ENCLOSURES
PURLINS (TYPICAL)
PERIMETER MEMBER
CABLE CONNECTION
DETAIL I (TYPICAL)
TOP RAIL
SCREEN (TYPICAL)
H2
m G I RT(TYP I CAL)
CABLE CONNECTION
Li
Li DETAIL 2 (TYPICAL)
Cl)
-------- GRADE
K-BRACING
(OPTIONAL)
TYPICAL MANSARD ROOF ELEVATION
NOTE: USE H2 FOR CABLE AREA CALCULATION
ALUMINUM BEAM
(SEE TABLE 1.1 OR 1.8)
H
K-BRACING 0 DIAGONAL ROOF
(OPTIONAL) BRACING (SEE
SCHEMATIC PLAN)
PERIMETER WALL
SCREEN (TYPICAL) FRAME SIZE
(TABLE 1.3 AND 1.4)
ALUMINUM COLUMNS CABLE BRACING
(TABLE 1.3 AND 1.6) SW
GIRT (TYPICAL)
(V x 2' 7YPICAL) SIZE MEMBERS PER
APPROPRIATE TABLES
TYPICAL MANSARD ROOF ISOMETRIC
CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGES.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER-DEVELOPMENT CONSULTANT
P.O.BOX 4368,SOUTH DAYTONA,FL 32121
TELEPHONE W4)767-4774
FAX(904)767-6556
S EAL
PAGE
COPYRIGHT 2000
1-2 N07 7a BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WR17TEN PERMISSION OF LAWRENCE E.BENNETT,P.E.
SCREENED ENCLOSURES SECTION 1
Table 1.3 Allowable Spans For Primary Screen Wall Members (Uprights)
(Post I Upright Height)
Aluminum Alloy 6063 T-6
Tributary Load Width Upright Spacing
Hollow Sections 3--V 1 4'-C" 5'.D" 6'.0" 7'-D" 1
Alio able Height"H"
2"x 2" x 0.036' 7'-6" 61-61, 51-101, 5'-4' 4'-11' 4'-7' 41-41,
2"x 2"x 0.044" 8'-3" 7'-2" 67� 5�-10` 4--g-
2"x 2" x 0.055" R-0" 7'-10" 6'-11* 61-5., 51-11 5'-2"
2"x 3"x 0.045" 10--11- 9'-5- 8'-5- 7'-9' 7'-2- 6--fF- 6'-4'
2"x 4"x 0.050" 14'.11' 12'-11' 1 V-7 1D'-7" 9'-9` 91-1 81-81,
Tributary Load Width Upright Spacing
Self Mating Sections 3'-0 4'-0- 5'-D" 1 6'-0" 7'-0" 1 F-0 9'-0
4 Allowable Height"H"
2"x 4" x 0.038" x 0.1001, 14'-6 12'-11 11'-10" 1 0'-1 1- 10'-3" 9'-8-
2"x 5" x 0.050"x 0.100" 20'-g" 17'-11" 16-1" 14'-B" 13'.7" 12'-9" 11'-11"
2"x 6"x 0.050"x 0.120" 24'-5" 21'-2" 18'-11 17'-3" 15'-11' 14'-11' 14'-l'
2"x 7" x 0.055" x 0.120" 27'-5" 23'-g" 21'-3" 19'-5' 17'-11' 16'-9' 15'-1 C"
2"x B" x 0.072" x 0.224" 35'-7" 30'-10" 27'-7" 25'-2" 23'-4' 21'-1 0� 20'.7"
2"x 9" x 0.072" x 0.F2-T7'- 39 6 34'-2" 30'-7" 27'-11' 25'-10' 24'-2' 22'-9'
2"x 9"x O.DB2" x 0.306" 1 4 7-2 36--11- 1 33'-0" 30'-2- 27'-11' 1 26'-1^ 24'-7'
1 Tributary Load Width Upright Spacing
Snap Sections 3--V 4--0" 1 5'-0" 1 6'.0- 7--.0" F-C" 9,-C
Allowable Height"H"
2"x 2"x 0.036" &-7- 7'-B' 1 6'-1 V 6'-6' 6'-1 5'-B"
2"x 3" x 0.045" 12'-6' 10'-10' 9�81 8'-10" 8'-2' 7'-8" 7'-3-
2"x 4" x O.D45" 15'-4" 13'-3' 11'-10"- 10'-10 10'-0" 91-51 81-113'.
2"x 6" x 0.062" 26'-4' 22'-10" 20'.5" 18'-15" 17..3.. 16'-2" 15'-3'
2"x 7" x D.D62" 29�4' 25'-5" 22--13" 20'-9- 19'-2' 17�-11' 1 16'-11' 1
Using screen panel width'W"select upright length'H'.
Spans are based on 120 M.P.H.wind load. Multiply spanstheights by 0.85 for 140 M.P.H.
Above spans do not include length of knee brace. Add horizontal length of knee brace to above
spans for total beam spans.
Note:Site specific engineering required for pool enclosures over 20'in mean roof height.
Example:
Screen panel width"W"= 4'-0':
Maximum*H'tor a 2"x A"x D.038" x 0.100'Self Mating Beam
Lawrence E. Bennett, P.E,
CIVIL ENGINEER-DEVELOPMENT CONSULTANT
P.D.BOX 4368,SOUTH DAY7ONA,FL 32121
TELEPHONE(904)7674774
FA.X(91)4)767-6556
SFAL
200C
B- REPRODUCED IN WHOLE OR IN PARI WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNE77,P.E
SCREENED ENCLOSURES SECTION
Table 1.1 Allowable Spans For Primar-y Screen Roof Members
Aluminum Alloy 6063 T-6
For areas with wind loads 120 M.P.H. or less and
Latitudes below 30' North
Tributary Load Width"W" = Beam Spacing I
Hollow Sections 3'-V 5'.0" 1 671. T.0'r I 8'_r 1 91-0.1
Allowable Sp n "IL"
2" x 2" x 0.036" 7'-11-' ..311 61-81, U-3' 5'-11
2" x 2"x 0.04.4" 7,5'. 6'.1"i�
9'-9" 8'-g" 7'-11' 6'_61'
2"x 2" x 0.055" 12'-4' 1 U-13" V-611 81-81, B'_1 11 7.-6i. 7�-11
2" x 3" x 0.045" 14'-10" 12'-1 V 1 V-6" 101-6" 9'_91' 91-11, 8'-7"
FF_xA"x 0.050" 2 D'-4" 17'-8" 15'-9" 14'-5" 13'-4' IFF- 1
4 Tributary Load Width "W" = Beam S:P:-�Ci �
Self-Mating Sections 3--b" 4'-C" 5'-0" 1 V-0" 1 7'-0" 8--o" I 9'-C
Allowable Span"L"
2" x A"x 0.036" x 0.10EL 2 2'-10' 19'-9" 17�-8" 16'.2" 14'.11 13'_11" 13'.2"
2" x 5" x 0.050" x 0.100" 2 8'-4" 24'.6" 21'-11 20'-0" 18'-6" 17'-4 16'-4"
x 6" x 0.050" x 0.120" 3 3'-3' 25'-9" 23'-6" 21'-9" 2 0'-4 19'-2"
26'.10"
12" x 7" x:0.055" x 0.120" 3 7'-4" 3 2'-A" 28'-11 26'-5" 24'-6" 22'-11 2 1'-7'
rFxB" x 0.072"x 0.224" 46'-S" 42'-0" 37'-7" 34'-4 31'-g" 29'-g' 28--0'
i
3
12" x 9"x 0.072" x 0.224" 53'-9" 46'-7- 41'.6" 381-01, 1 35, 32'.11" 31'-1"
12" x 9" x 0.062"x 0.310"1 58'-1 5 0'-4" 44'-11" 1 4 1'-1" 1 38' 3 5'-7" 33'-6"
Tributary Load Width"W" = Beam Spacing
Snap Sections 3'-0 4'-C" 5'.0 6'-C" 1 7'-0 8'.0" 9'-C"
Allowable Span"L*'
2" x 2"x 0.036" 13%5' 1 V-15" 10'-5" 9'-6" 1-101, 8'.3 71.91,
2" x 3"x 0.045" 17'.1' 14'-g" 13'-3" 12'-l' 11'-2" 10'-5" 9'-10"
2" x 4" x 0.045" 20'-10' 18'-1" 16'.2" 14'-9- 13'-B' 12'-9- 12--l'
12"x 6" x 0.062" 35'-11 31'-l' 27'.10- 25�-5" 23'-6" 2V-11' 20--g-
12"x 7"x 0.062" 1 39'-11 1 34'-7" 1 30'.11" 1 28'-3" 1 26'.2" j 24'-6" j 23-`�_j
Example:
If beam spacing"W"
Maximum"L"for a 2"x 4'x 0.038'x 0.100"Seli-Mating Beam
interpolation of tables is allowed.
Above spans do not include length of knee brace. Add horizontal length of knee brace to
above spans for total beam spans
Purlin spacing shall not exceed 7'-0" For beam spans greater than 40'-C" the beam at the
center punin ano one purlin for l 14'-0"or)each side of the center purlin ShEill inciuoe lateral
ciracing as shown in detail(48'-0-)span witn punins at 7'-0" ci.c.center puhin and (2) purlins
each sicle of center purlin nel lateral bracing.
Note:
it is recommended that the engineer be consulted on any screen enclosure that spans more
than 55'-C" anc as a minimum the upright used lor screen enclosures over 55'-0"shall be one
seli-mating section smaller than the beam section.
Spans are oaseo on 120 M.P H wind Joao Multiply spans/heights by O.B5 lor 140 M P.H.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER-DEVE:OPMENT CONSUL TAN'
P 0 BOX 4 368.SOUT H DAYTONA F L 3?1
TELEPHONE t904)767_0�4
FAA t904)767-6556
WA00
Lou(:
i, R, W 1�-DL;-C il 131 it, 110 1 �_M It.PAH I"()LJ I I Hl' V-1,1 1 1,1'[:R MI S SIC)N 01 LAWRI:N C E.L H I-NN l'1- P
SECTION I SCREENED ENCLOSURES
STRAP SUPER.GUTTER HOS7 STRUCTURE
SPACING/2 -+- SPACING/2 SPACING/2 --�- SPACING/2
EEAMSE7SPACING ---4�� BEAM SET SPACING
STRAP LOCATION FOR SUPER GU-7ER REINFORCEMENT
ALTERNATE TRANSOM
UPRIGHT
2"x 5" x 0.050" STRAP @ EACH
SELF MATING BEAM BEAM CONNECTION WITH (2)
(SIZE VARIES) S.M.S. PER STRAP
(SEE SECTION 9)
2" S.M.S. OR LAG SCREWS
(SEE SECTION 9)
\@ 0
rmo) o ANGLE OR RECEIVING
CHANNEL (SEE SECTION 9
5" SUPER GU77ER FOR DETAILS)
BEAM CAP
SCREW PATTERNS MAY
VARY.(SEE TABLES OR MAXIMUM DISTANCE FROM
NOTES FOR SIZE AND FASCIA TO HOST STRUCTURE
NUMBER OF SCREWS) WALL 36"WITHOUT SITE
SPECIFIC ENGINEERING
SELF MATING BEAM CONNECTION TO SUPER GU-7ER
Lawrence E. Bennett, P.E.
CIVIL ENGINEER-DEVELOPMENT CONSULTANT
P.0,BOX 4368,SOUTH DAYTONA,FL 32121
TELEPHONE(9D4)767-4774
FAX(904)767-6556
S EAL
PAGE @ COPYR.IGHT 2000
1-16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRMTEN PERMISSION OF LAWRENCE E,BENNETT,P.E
SCREENED ENCLOSURES SECTION I
NOTE:
MINIMUf�,POSt SIZES
REQUIRED FOR EACH BEAM
SIZE (SEE TABLE 1.6)
2" x 5" UPRIGHT OR LARGER
2'x 4" UPRIGHT
2" x 2" PURLINS ATTACH TO
BEAMS WITH (3)#10 x 1-1/2"
S.M.S. INTO SCREW BOSSES
......... ....... ......
A-* V.
2" x 2" MAY BE ROTATED TO
..... ......
ACCOMODATE SCREEN ..* I-
2"x 4" S.M.B.
............ ......
....... ...... .......
2"x 5"-�.Nt.tr'
1"x 2" SNAP SECTIONS
A77ACH TO 2"x 2" W/ . . ......
2-x 6" S.M.B.
#10 x 1-112" S. M. S. @ 24" O.C.
OR CONTINUOUS SNAP
2"x 7" S.M.B.
SECTIONS OR 2"x 3" (4)
SPLINE GROOVE SECTION 2"x 8" S.M.B.
2"x 9" S.M.B.
BEAM OVERLAP CONNEC71ON
OR GUSSET
Ci
2"x 3" UPRIGHT MUST BE 0
NOTCHED FOR 2"x 2" ROOF x
PURLINS Co
C�
0
FASTENER SIZE, NUMBER AND C6 0� C6 �<
PATTERN (SEE TABLE 1.6) :� :� m
U5 x
Col
CINI N N u-
III v
SUGGESTED SCREW PA77ERNS FOR 2" x 4" OR LARGER UPRiGHT
Lawrence E. Bennett, P.E.
CIVIL ENGINEER-DEVELOPMENT CONSULTANT
P.O.BOX 436b,SOUTH DAYTONA,FL 32121
TELEPHONE(gD4)767-4774
FAX(9N)767-6556
SEAL
PAGE
COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNET7,P.E.
SCREENED ENCLOSURES SECTION 1
I" x 2" EXTRUSION ANCHOR POST SIZE 2" x 4" MAX.
TO CONCRETE W/
114"x 2-1/2" CONCRETE
ANCHORS WITHIN 6" OF
EACH SIDE OF tACH POST L SCREWS OR THRU-BOLTS
AND @ 24" D.C. MAX. (SEE SECTION 9)
MIN. 3-1/2" SLAB 2500 P.S.I.
CONCRETE 6 x 6 - 10 x 10
WELDED WIRE MESH OR
FIBER MESH CONCRETE
POST TQ PLATE TO CONCRETE DETAIL
POST SIZE (SEE TABLE)
1 x 2" EXTRUSION"ANCHOR
70 CONCRETE W/
114" x 2-1/2" CONCRETE 2"x 2" x 0.063"ANGLE EACH
ANCHORS WITHIN 6" OF SIDE ATTACH TO POST AND
EACH SIDE OF EACH POST CONCRETE @ LOAD BEARING
AND @ 24' D.C. MAX. OR WALL W/ (2) MIN. S.M.S. (PER
THROUGH ANGLE AND @ 24" SECTION 9) EACH SIDE
D.C. MAX. ANGLES AS SHOWN ABOVE
MAY BE USED TO CONNECT
MIN. 3-112" SLAB 2500 P.S.I. 4 CHAIRRAILS AND PURLINS
CONCRETE 6 x 6 - 10 x 10 4
WELDED WIRE MESH OR
FIBER MESH CONCRETE
ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL
1" x 2" EXTRUSION ANCHORTO
CONCRETE W1 1/4" x 2-1/4"
CONCRETE ANCHORS WITHIN
6" OF EACH SIDE OF EACH POST SIZE (SEE TABLE)
POST AND @ 24- D.C. MAX.
MIN. 3-1/2" SLAB 2500 P.S.I. A
CONCRETE 6 x 6 - 10 x 10
WELDED WIRE MESH OR
FIBER MESH CONCRETE
SIDE WALL POST TO PLATE TO CONCRETE DETAIL
Lawrence E. Bennet, P.E.
CIVIL ENGINEER-DEVELOPMENT CONSULTANT
P.O.BOX 4366,SOUTH DAYTONA,Fl-32121
TELEPHONE(904)767-4774
FAX(904)767-6556
SEAL
PAGE
Q COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRI77EN PERMISSION OF LAWRENCE E.BENNET�,P.E 1-35
SCREENED ENCLOSURES SECTION 1
CABLE BRACING
General Notes.and Specifications:
1 The following shall apply to the installation of cables as additional bracing to DIAGONAL bracing for pooi
enclosures:
a) FRONT WALL CABLES - 7 x 7 OR 7 x 19 STAINLESS STEEL
CABLE DIAMETER TOTAL ALLOWABLE WALL ARE
3132" 233 Sq, Ft. I PAIR OF CABLES
1/81, 1 445 Sq. Ft. / PAIR OF CABLES
TOTAL WALL AREA = I DQ% OF FRONT WALL + 50% OF SIDE WALLS
EXAMPLE: FRONT WALL AREA @ 100% (8'x 32') = 256 Sq. Ft.
SIDE WALL AREA @ 50% ( 8'x 20') = 80 Sq. Ft.
TOTAL WALL AREA = 336 Sq, Ft.
233 Sq. Ft. x 2 sets = 466 Sq. Ft. > 336 Sq. Ft.: thus two sets of 3132" cables is required.
p) SIDE WALL CABLES -7 x 7 OR 7 x 19 STAINLESS STEEL
CABLE DIAMETER SIDE WALL CABLE **
3132" ONE PER 233 Sq. Ft. OF WALL
1/8"
SIDE WALL CABLES ARE NOT REQUIRED FOR SIDE WALLS LESS 7HAN 233 Sq. Ft.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER-DEVELOPMENT CONSUL TAN T
P.C.BOX 435B,SOUTH DAYTONA.FL 32121
TELEPHONE(9D4)767-4774
FKX(904)767-6556
PAL.
COPYRIGHT 2DOO
"OT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNET'T.P.E 3,
S'ECTION 1 SCREENED ENCLOSURES
ALUMINUM FRAME SCREEN WALL
CAP BRICK
114"x 16" RAWL TAPPER BRICK KNEEWALL TYPE S
THROUGH I" x 2"AND MORTAR REQUIRED FOR LOAD
ROWLOCK INTO FIRST BEARING BRIC K WALL
COURSE OF BRICKS
ALTERNATE CONNECTION OF
SCREENED ENCLOSURE FOR
BRICK OR OTHER NOW
1
77.7w STRUCTURAL KNEE WALL
4' (NOMINAL) PATIO I" WIDE x 0.063" THICK STRAP
CONCRETE SLAB W/ 6 x 6 EACH POST FROM POST TO
10 x 10 WELDED WIRE MESH FOOTING W/ (2)#10 x 3/4" S.M.S.
OR FIBER MESH CONCRETE STRAP TO POST AND
(1) 1/4"x 1-3/4"TAPCON TO SLAB
(1)#5 0 BARS W/3- COVER. OR FOOTING
(TYPICAL)
BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS
2'-C" M IN. (1)#5 BAR CONT.
BEFORE SLOPE �_4 (1)#5 BAR CONT.
8 01
TYPE I TYPE 11 TYPE III
FLAT SLOPE/ NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING
0-2" / 12" 2"/ 12"- V-1 0" > 1'-10*
NOTES:
I. NO FOOTING REQUIRED EXCEPT WHEN-ADDRESSING EROSION UNTIL THE COMBINED BEAM
LENGTH AND UPRIGHT HEIGHT OF THE ENCLOSURE EXCEEDS 56-0"THEN A TYPE 11
FOOTING IS REQUIRED.
.2. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH
6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH.
3. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOO TING USE TYPE 11 FOOTING OR
FOOTING SECTIONS REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS.
SLAB-FOOTING DETAILS
'Lawrence E. Bennett, P.E.
CIVIL ENGINEER-DEVELOPMENT CONSULTANT
P.O.BOX 4368,SOUTH DAYTONA,FL 32121
TELEPHONE(OD4)7674774
FAX(904)767-6556
SEAL
P A G E
@ COPYRIGHT 2000
1-42 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRI77EN PERMISSION OF LAWRENCE E.BENNETT,P.E
SECTIbN 1 SCREENED ENCLOSURES
(5)#10 S.M.S. (MIN.)
co 00
1/8�x 1-�,112"x 8" FLAT BAR
0.135" PLATE OUT ON 45 ANGLE @
EYE-BOLT OR TURNBUCKLE FOR @
CABLE TENSION
STAINLESS STEEL (SEE TABLE)
PERIMETER FRAMING MEMBER
Li
TYPICAL CABLE CONNECTIONS Q CORNER DETAIL 1
MIN. 3-1/2" SLAB 2500 P.S.I.
CONCRETE 6 x 6- 10 x 10
WELDED WIRE MESH OR
FIBER MESH CONCRETE
C)
TYPICAL CABLE CONNECTIONS ((:D- FOUNDATION DETAIL 2
1
L�wrence E. Bennett, P.E.
CIVIL ENGINEER-DEVELOPMENT CONSULTANT
P.O.BOX 4368,SOUTH DAYTONA,FL 32121
TELEPHONE(04)767-4774
FAX(DD4)767-6556
SEAL
PAGE COPYRIGHT 2000
N07 TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT.P.E.
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CM:13:3NIDN3
3NId-lV
CITY OF
800 SEMINOLE ROAD
ATLANTIC BEACH. FLORIDA 32233-5445
TELEPHONE("4) 247-5800
FAX("4)247-5805
NOTICE
TO: Water Department
FROM: Building Department
DATE: 3 -- Q Y-9 7
Please be advised that the final building inspection has been
completed on each of the following addresses and construction water
is no longer needed:
Permit Numb er Address
/,2 9 5
1,2936
113 0 1? 7
0
a
Sincerely,
Building Department
DATE: 3-�_ 9 �-7
PRE-SERVICE DIVISION
JACKSONVILLE ELECTRIC AUTHORITY
233 WEST DUVAL STREET
JACKSONVILLE, FLORIDA 32202
THE FOLLOWING FINAL INSPECTION( S) HAVE BEEN MADE AND ARE
SATISFACTORY :
131V
&J ---------------------
------ -------
13,:;23-zi �61'Zll -1 Ate, (�A e_1
------ — -- - --------------------
C
---------------
----------------
------ ---------------
Enclosed are the blue copies of the permits.
SINCERELY,
6�
BUILDING INSPECTION DIVISION
cc: FILE
Tertifirate of
Titu of
Atlantic ikac4 — 3lariba
Department of Nuilbing 3wipertion
This Certificate issued pursuant to the requirements of Section 103.8 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 following.
Use Classification Uingle Family Residence BldgV-Permit No.12936
Group W.irame Type Construction S/f Fire District—Atlantic Beach
Owner of Building Pulte Liiome Corp. - Address Jacksonville, FL 32256
Building Address 88 W. tAi Street Locality Atlantic Beach, FL 34233
By: DON C. FORD
Date:
Building Official
POST IN A CONSPICUOUS PLACE
CITY OF
.4&4#d4c 12eacA-
Office of Building Off icial
f"
REQUEST FOR INSPECTIO
Date 3 Permit No.
Tme A.M.
ir
Received <5 PM.
Job Address Locality
Owner's
BUILDIN
CONCRETE ELECTRICAL PLUMBING EC
Framing :7- Footing RUU9t-W-irT1 -g Rough El ir
Re Roofing - Slab Temp Pole Top Out F-7 Heating
Insulation �7 Lintel Final Sewer F- Fire Place 1-1
Pre Fab
READY FOR INSPECTION
A
A.M.
Tues. Wed. Thurs. Friday, PM.
Inspection Made — q — / 0, A.M.
Inspector Fin -
Certificate of Occupancy
Date
dr CITY OF
74&a^4'c 12ea4CA-IkUC&
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Time
Received P.M
0—x—
Job Ad cafity
Owner's contractor
BUILDING,/ CONCRETE ELECTRICAL PLUMBING MECHANICAL
Footing Rough Wiring Rough I— Air Cond. &
Re Roofing Slab Temp Pole C Top Out L Heating
Insulation E ,Lintel Final [:1 Sewer E Fire Place
Pre Fab
READY FOR INSPECTION
A.M.
P.M,
Mon Tbes Wed. Thurs. Friday
A.M.
�nspection M —RM.
nspector pec ion
Certificate of pa.
uilY HHLL HTL BCH TEL No . 2475805 Apr 3 , 95 15 : 31 No . 010 P . 02
F"")ODPLAIN IDEVEWPMENT INFOITHATIoli
Type of DeVVIOPPRent
0:'100d Zones
LOW00t Floor glevatton,
Xf bWI1dIng 'a lcm4t0d WIthIn a AfACOOd hazard zone, a NuIrvor,
be ib%dw AFTER T09 SLAB HAS NCEM POURED, CVVtA9YIn9 that t
LOwrsr FLOOR rMevArzon In equal to Or &bow* the b&aw
wl"UtIOn astablIL"od Sor that none. load
NO fAnal InspoctIon Will bw nodo and no c,ortggIcats, og
WIll be 106uod until the survey In on Irki , Occupancy
Department. 0 With the BUIldino
COMNENTS,
APPILCOOIL ' AcknUrvIedges"tS understand that the Awsuance of
this permit Am 000tAngont. Upaw% the abowe Ingorn&tIon balng
coreodt and that the plena awnd ou Ing dstm bow& been or oholl
be PrOVIded as cOQuired. X Sarew to comply with all
Provisions 09 Ordinance no, SIPP11cable
2Z-7-AS and all other love or
*Xf*Qtlng ths, propoewd dwowelopu...t.
Dot& P- PIACOAt'a Signature,
-----Ilk--�-f L�-
-------------------------------------------
Department Use
RwquLred Lowest pl
As Built Loweat plocr Slowntlon
SurvvY rLlod with SuIlding
t -----
d-I-
r Mont
&pro
ng
MAP. 12 197 09:58 CLARSON 080 P02
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MAP SHOWING BOUNDARY SURVEY OF
f 6-,4S TEql-�'4150 7 0/f 4 O;r 4( BZ OC/<' 76
-5464CTILIAI "14" ArUX17le AOLCA41-1 -
F'SR�ECOTRYDSD IN PLAT BOOK 16 PAGES OF THE CURRENT PUBLIC RECORDS OF DUVAL CO.. FLA.
FOR MOR71-1
slim Im
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HEMBY CEFMFY THAT THIS SURVEY.PERFORMED UNDER MY RESPONSIfiLr DIRE
'" ,_ST. -YQRS IN ACCORDANCE VATH CHAPTER 61017-6.FLA ADmimiSTRATIVE CODE -QWAWW
Mr-H?41CAL STANDARDS FOA LAND SURVIE -ROACH- comcwt
"U� -R CERTIFY THAT THERE ARE NO viSiBLE ENr
UANT TO S).ANp FURTmF
(PURSUANT TO SECTION 472.027.FLORIDA STATUTE itr SET NION-LJL 1709
.,.TS
MENTS UPON THE SUaJECT 0
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FL00g)CERTU%ATE THE LOT SNO��eAEON IS IN FLOOD
LE
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,AAP COmMUNITY PANEL W 42DO'X DATsD 447-89 1043 P&ALP0 AVE JACKROMLIE.ftA 3226?
AT-
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Ul
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SGALE� P, 12,6Z A
MELD 900K M40 PIG. 6)51
PLOT PLAN OF' (i-or 7&- D)
THE EAST 41 .5 FEF.T OF LOT4 ,BLOCK 1& , AS SHOWN ON MAP OF
6ECTION 14 4 ATLANrIC . 18,EAC14
A,
AS AECOnDED IN PLAI 8OOK 18 PAGES S4 OF THE cusnriNT PUBM AFCOFIVS OF DUVAL co,FL
WE- ST 5 "111 sr R F, r= T
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PLAtQ 1199
4! *worwED" TREeS
L o T -1 b D TO ags REMOLL0 -*
I:- vqATF--R oAK
tn 12�-
11 10 14' P I�J C-
TWEES:
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PLOTPLANOF (i-or 7(o- D)
T H E E A5T 41-5 F E ET OF LOT 4 ,BLOCK -16 , AS SHOWN ON MAP OF
6ECTION H.,I '- ATLANTIC BIEACH
AS RE-ConDED IN PLAI 000K 18 PAGES �SOF TmE cuppriNT Puwc riecORDS OF DUVAL co,FLA,
\tj 6 T 15TIl STRPr= T
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TWEES:
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TRANSMITTAL DOCUMENT FOR JEA
DATE:
The following permits have passed "rough" inspection:
Permit No. Address
V
42�
Please update
your records accordingly.
Tharjk-y
-2,
--BUILDING CLERK
y /
CITY OF ATLANTIC BEACH
/vcb
CITY OF
"..,--7&". //.5
Office of Building Official /S/
REQUEST FOR INSPECTION 3 0
Permit No. �13(,o
Time A.M.
Received PM
--L-Acality
Job
Owner's Contractor
N a rn e
GI-L.DING-7'.- CONCRETE ELE MING m7RHAZI��AL
oug A,, r�, &
Footing
of, g Temp Pole Top Out eating
Re R n Slab Sewer ><re Place
Insulation Lintel Final Pre Fab
READY FOR INSPECTION,,�
Mon. Tues Wed. Thu rs. Friday
,,jed
�1;11116 9�7 A.M.
Inspection, Made P.M.
Final inspection
Inspector Certificate of Occupancy
Date
CITY OF
Beac-4-0;ki4"d4
office of Building official
REQUEST FOR INSPECTION
:z Permit No.
Date A.M.
Time P.M.
Received
ocality
Job ess
owner's Contractor
Name zmi PLUM IN MECHANICAL
CONCRETE ELE TRICAL PLUMBtING 0 Air Cond.&
BUILDING F� Footing 0 Rough Wiring D El Heating
Framing Stab 0 Temp Pole Top Out Fire Place
Re Rooting 0 Final Se Pre Fab
insulation Lintel READY FOR INSPECTION
10 Tu e s. Wed Thurs. Friday
A'M-
Inspection Made 2- —C� PM.Final Inspection D
Inspector rtiticate of occupancy I—,
Date
CITY OF
4&6.,t& A eacA- V&Uc&
Office of Building Official
REQUEST FOR INSPECTION
Date -7-- Permit No.
Time A.M.
Received PM
L ity
Job dress
Owner's
Contractor
CO PLLIMBING MECHANICAL
BUILDI CONCRETE ELECTRICAL
Footing Rough Wiring 0 Rough Air Cond. &
Framing C] Top Out F--� Heating
Re Rooting 17- Slab Temp Pole E Fire Place
insulation Lintel Final E-j Sewer Pre Fab
READY FOR INSPECTION
Mon. Wed. Thurs. Friday
Inspection Made
Fin
al Inspection E
Certificate of Occupancy I
Date
PSR-3844 13068
DEPARTMENT OF BUILDING
CITY OF ATLANTIC BEACH
PLRMIT INFORMATION - ----- LOCATION INFORMATION ------
Permit Number : 13068 --ddress : 88 FIFTH STREET WEST
Permit Type:MECHANICAL ATLANTIC BEACH , FLORIDA 32233
--------- LEGAL DESCRIPTION ----------
�lass of Work:NEW Block: 76 Lot * 4 Twp: r
Constr . Type:WOOD FRAME Subd: Rng: C
Proposed Use: SINGLE FAMILY Section: 0
Dwellinqs : 0 SubdivisioniSECTION H
Est . Value: 0 .00
Improv . Cost : 0 . 00
Total Fe,-- - 47 .00
P 00
: :�AL HEAT RND
APPLICATION FEES
OWNER INFORMATION ------ -- 1-7
Name � PI-ILTE HOME CORPORATION PERMIT
Addr - 8081 PHTILLIPS HIGHWAY #14
JACKS,'aNVILLE, FLORIDA 322�
Phone : ' 904 '1733-"'300
---- -- CONTRACTOR INFORMATION ------
Name: mCGC!WP.N ' S HEATING & AIR COND.
Addr: 4850 COLLINS ROAD
ORANGE PAFK� FLORIDA 320173
Lic: CAC018979 Exp :
Type: 3
NOTES:
NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING
PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE
CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
E"FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN
THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS-99
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR
$47.00 14
"FA
THE
BJECT TO REVOCATION FOR
'LU RE To
PROPERT)
VIOLATION OF APPLICABLE PROVISIONS OF LAW. $47.@6 1 4
Bates 12
CASH
EATLANTIC BEACH BUILDING DEPARTMENT
By:
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC BEACH
ATLANTIC BEACH, I LCRIDA 32233
APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER
IMPORTANT — Applicant to complete all items in sections 1, 11, 111, and IV.
Street Address:
LOCATION
OF Intersecting Streets: Between And
BUILDING
Sub-di�ision
IL IDENTIFICATION — To be completed by all applicants .
In consideration of permit given for doing the wOfk as described in I lie above statement we hereby agree to perform said work in accordance
with the attached plans a n d specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards
of good practice listed therein.
Name of Mechanical McGowan ' S Heating & Air- Contractors
Contractor (Print) Cond . Inc . Master CACO-18970
Name of M-48
Property Owner
Signature of
Signature of Owner Architect or Engineer
or Authorized Aaanf
III. GENERAL INFORMATION
A* Type of hosting fuel: E3. IS OTHER CONSTRUCTION BEING, DONE ON
'6� Electric THIS BUILDING OR SITE?
[3 Gas—0 LP Natural 0 Control Utility
IF YES, GIVE NUMBER OF CONST&UrTION
(3 Oil PERMIT .14,
[3 O+hor — Specify
IV. MWHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK
'_0 "Residential or El Commercial
(Provide complete list of components on back of this form)
Host 0 Space 0 Recessed entral 0 Flow "ew Building
N:
D/ Existing Building
A;r Conditioning: 0 R "�Control
ZL 'U,-" T'hL 0 R lacement of existing system
I
*16-ct System: Mater;o 7- c.f.m. Installation(No system previously Installed)
Maximum capacity �zlpw
0 Extension or add-on to existing system
0 Refrigeration 0 Other — Specify
0 Cooling tower- Capacity g.p-rn.
[] Fire sprinklers: Number of heads.--------
0 Elevator 0 Manlift 0 Escalator—l[number) THIS SPACE FOR OFFICE USE ONLY
0 G&Wino pumps -(number) (It"ve
13 Tank.- - (number) Remarks
[3 LPG containers.—(number)
(3 Unfired pressure vessel Permit Approved b Data—
0 Boilers
b Otheir — Spaicify Permit Fee--
LIST ALL EQUIPMENT
AIIIII. CONDITIONING AND REFRIGERATION EQUIPMENT t-Anarit rovtng
Number TJnitA Description Model Number Manufacturer
ID-I u f*1 f�& to
CITY OF ATLANTIC BEACH, FLORIDA tj
Approvod by APPLICATION FOR ELECTRICAL PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: DATE. LA 19 qI
IMPORTANT NOTICE: �j
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
A:TLANTIC BEACH ORDINANCES. EC-0001713
11funson and Bryan Electric CO.
1423
ELECTRICAL FIRM: MASTEFYELECT 194ANSIGNATURE JOURNEYMAN
NAME 4QL9�j &IJ?ADDRESS: �-�Cea -RFD-BOX
BET
BLDG.SIZE WEEN: H-1,6t) Pt44LAQ0(-f
'-j
RES. APT. ( ) COMM. (�UEILIC INDUS. NEW KI OLD ( REW.
ADDITION ( ) TRAILER ( ) TEMP. ( SIGNS ( ) SQ. FT.
SERVICE: NEW (x INCREASE REPAIR FEE
I
CONDUCTOR SIZE AMPS COPPER ALUM. (y)
SWITCH OR BREAKER AMPS PH k) W '11!C;'AVOLT (!��'RACEWAY I
EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY
FEEDERS NO. SIZE INO. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALEDI OPEN TOTAL
RECEPTACLES CONCEALED OPEN TOTAL_
6.30 AMPS� 31-100 AMPS.1
SWITCHES
INCANDESCENT
FLUORESCENT&M.V.
FIXED 0-100 ^Mu! OVER
APPLIANCES i I I BELL TRANSF.
AIR H.P. RATING H.P. RATING
CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT:1 KW-HEAT
--7
0.1 OVER
MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS1
MISCELLANEOUS
TPAN4Z;:nPM;:P4Z- I Imn;:p Ann v nVFR 600 V
7�d
Aly" 4, (A/
CITY OF ATLANTIC BEACH, FLORIDA p66
E= APPLICATION foR EL ECTRICAL PERMIT
19
TO THE CHIEF ELECTRICAL INSPECTOR: D AT E 2ni�L—
IMP013TANT NOTICE: BED IN THE FOLLOWING, WE
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRI D SPECIFICATIONS,
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AN D CITY OF
WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AN
ATLANTIC BEACH ORDINANCES.
.......... R N Eymau
M A
E L ETT R I C A ALF I R M
RFD—BoX—
ADD Ss:
NAME
BETWEEN:
BLDG.SIZE NEW OLD REW.
RES. bll-) APT. COMM. PUBLIC ( I INDUS. ( I
ADDITION ( ) TRAILER ( TEMP. ( ) SIGNS ( I -------—SQ. FT. FEE
SERVICE: NEW INCREASE ( REPAIR ( I
rwni irTnn SIZE-10 - & AMPS C ER
0 AMPS PH W V LT -Pv'(- RA EW Y
SWITCH.
PH W VOLT RACEWAY
rvlc,r crnv SIZE AMPS
FEEDERS NO. SIZE NO. SIZE No. SIZE
OPEN TOTAL
LIGHTtNG OUTLETS C,0 14 C E A IL 7FED TOTAL
CONCEALED OPEN
ERECEPTACLES Q-30 AMPS. 31.100 AMPS.
SWITCHES
INCANDESCENT
FLUORESCENT &M.V.
FIXED 0.100 AMPS- OVER BELL TRANSF.
APPLIANCES H,P. RATING H.P. RATIN —.J
AIR OTHER MOTORS
CONDITIONING Comp.MOTOR
0.1 OVER AGE PHS
MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLT
CELLANEOUS
WED 17:26 FAX 904 733 7733 PULTE JACKSONVILLE . . . ATLANTIC BEACH
Wj V U;6
PiOnM OF WNMENCEM- 61VT 1908
v/�
Eik,- 8499
To whoi a it may conc=n: Pg; 1908
1�0c# gsetiij a cu IL
Filed & Reca-rdt--d
Tbo u-ndemigned hemby inforM5 you thm improvements I?-10919F,
Oxt3sLls T1.111.
will be made. to cevain real proptimy, and in HENRY w. COOK
aczordanre withL secrion, 713.13 of Fqojid.,! SLatutcs, the CLEW CIRCUIT COURT
following information is stated in Lbis NOTICE OF DUVAL Mumry, F-L
comwNCEWEENT.
Desr,ription of Property:
Lot 1-, j?jock joA azad Lot 4, sicck 76, SE�'-TTOX "Fj, ATIAWXr- BFJXE, accorcl:-ng
to CbA-- ?ILLt t;her,�EOE, az zecQrdelft i= Flat Book 18, -PAge 34, of tlio Currimt
uubli- Records of Duval colxt-�ty, FIQX-4-da-
G,�:=�description of impraverncnM f arail y (iW01 I imq
C�W=_pujza &qM-
Florida 22.256
Addre�z 80F1 Phillins
ownees�mw-mt in sim of the inTpravcm=t
F=simple TiEh--holder(if other than owncr)-
Na=
Addiess
Contractor INAte- ROwe
a081 phjji�;2s nic k-- ille, Florida 32256
Address-
S=ty(if my)
Addrcs 5 ArDouat of bond
N.qrr aDd addxess of ally P=On making a loan for Wc constrQction of thr, improvemears-
Na;w
t�ame of person within the State of F:lori(-.I,.a, ather than bLimsclf, designated by
ovnier upon whom nofices or orher doctiunr�M5 may be served-
Name
Addrcsi
in additioz to "hirn elf. owner dcsignacs thi.- fallowing pcTson tQ -rcc=ive a r-1>1)Y
of r1e Liciaor's Notice Sq prDvided in Ser-�Jon 713-06 (21 [b]. Florida Statutes.
CFM in at Ovinces cVdort).
Addrv,-.,
"U"V- orat,ozi a xichig=.
STATE OF lao�W- -
COUNTY CIF-
The foregoing instruMent was swarra ti) and subscribed before me thLs
4t:h day of December 19 -96 by Land-141 ICN
,to,�rem�nally�known�to or produced as identificario a
PSR-3844 13049
DEPARTMENT OF BUILDING
CITY OF ATLANTIC BEACH
PERMIT INFORMATION LOCATION INFORMRTION
Permit Number , 13049 Nddress : 88 FIFTH STREET WEST
Permit Type:PLUMBING ATLANTIC BEACH , FLORIDA 32123-1,
,.'lass ot Work:NEW -------- LEGAL DESCRIPTION ---------
Constr . Type:WOOD FRAME Block, 76 Lot : 4 Twp:
proposed Use: SINGLE FAMILY Section � 0 Subd' Rng:
Dwellings : 0 Subdivission: SECTION H
Est . Value: 0_ 00
Improv , Cost : 0 . 00
Total Fpc,!� * 53 . 50
Amoun+- P 53 . 50
APPLICATION FEES --------
-�W7NER INFORMATION
Name: PULTE HOME CCRPDRATION FERMTT
Addr - 9081 PHILLIPS HIGHWAY #14
J:TICKSONVILLE . FLORIDA 3225(-,,
Phone,
C,-,NTRAkC.TOR' INFORMATTI-)m
Name: DON HARRIS PLUMBING
tAlr : 4029 BLANDIT4,1 BLVL1.
JACKSONVILLE FLA. 32-210
cFcOl9l(--)4 Exp :
NOTES:
NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING
PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE
FBUILDING:M:ATE:RIAL,LRUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE
I'
CL:EARED UP AND:HAULED AW AY BY EITHER CONTRACTOR OR OWNER
__ _ __.PLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN
"FAILURE TO COM CE FOR BUILDING IMPROVEMENTS-99
THE PROPERTY OWNER PAYING TWI
N FOR
0 84
OVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR
$53.58 1A
ISSUED ACCORDING TO APPR
TIO PPLI L ROVISIONS OF LAW. cr G1 Rr-rpiot:
VIOLATION OF APPLICABLE P t 1^
CHFCKS
g@10880322J003
ATLANTIC BEACH BUILDING DEPARTMENT
By:
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PER14IT
JOB LOCATION:
OWNER OF PROPERTY:
BUILDING CONTRACTOR:
PLUMBING CONTRACTOR DON HARRIS PLlJMR!NG Qn
AND ADDRESS: P. 0. BOAV 14,13,163
TELEPHONE NUMBER: (904) 772- 0900 CF C - 0 19" 19 4
STATE LICENSE NO: - 0
TYPE OF BUILDING: AY-la,
TYPE OF WORK:
HOW MANY OF THE FOLLOWING FIXTURES INSTALLED
SINKS -SHOWERS
WATER HEATERS
_LAVATORY
BATH TUBS DISHWASHERS
URINALS DISPOSALS
CLOSETS WASHING MACHINE
FLOOR DRAINS SHOWER PANS
OTHER
TOTAL FIXTURE COUNT: x $3.50 + $15.00 $
----------------------------------------------
INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH
THE MOST RECENT EDITION 'OF THE SOUTHERN STANDARD PLUMBING CODE.
CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826
PSR-3844 13025
DEPARTMENT OF BUILDING
CITY OF ATLANTIC BEACH
----- PERMIT INFORMATION ------- LOCATION INFORMATION ----
Permit Number : 13025 Address : 98 FIFTH STREET WEST
Permit Type:PLUMBING ATLANTIC BEACH , FLORIDA 32233
7lass of Work:NEW --------- LEGAL DESCRIPTION ---------
Constr . Type:WOOD FRAME Block: 76 Lot : 4 Twp:
Proposed Use : SINGLE FAMILY Section: 0 Subd: Rna ,
Dwellings : 0 Subdivision: SECTION H
Est . Value: 0 . 0c,
Improv . Cost : 0A0
Total Fee�- - 53 . 50
Amount P�- 53 . 50
;NG IN
OWNER INFORMATION ----- - - APPLICATION FEES ------- --
rlrPl�l T'r C, r,A
Name : PULTE HOME CORPORATION
Addr � ?081 PH TLLIPS HIGHWAY #14
JACKSONVILLE FLORIDA 32256
Phone: 9�14117331300
- ----- CONTRACTOR INFORMATION - -
Name: J . D . VAUGHN & SONS PLUMBING
Addr : 2822 HUFFMAN BLVD.
JACKSONVILLE , FL . 32216
Lic: CFCO33870 Exp:
Typp '
NOTES:
NOTICE —ALLCONCRETE FORMSAND FOOTINGS MUST BE INSPECTED BEFORE POURING
PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE
CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
"FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN
THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.91
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR
VIOLATION OF APPLICABLE PROVISIONS OF LAW.
ATLANTIC BEACH BUILDING DEPARTMENT
By:
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
JOB LOCATION: -f -)� f
elj� -1 Z�
OWNER OF PROPERTY: VY01)�2Z
BUILDING CONTRACTOR:
PLU14BING CONTRACTOR cy
AND ADDRESS:
TELEPHONE NUMBER: 0 S13 3
STATE LICENSE NO: CfLib 01319)6
TYPE-OF BUILDING:
TYPE OF WORK:
HOW MANY OF THE FOLLOWING FIXTURES INSTALLED
SINKS SHOWERS
—LAVATORY WATER HEATERS
&I —BATH TUBS —DISHWASHERS
—URINALS —DISPOSALS
`7� —CLOSETS WASHING MACHINE
FLOOR DRAINS SHOWER PANS
OTHER
TOTAL FIXTURE COUNT: x $3. 50 + $15.00 $
----------------------------------------------------------------
INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH
THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE.
CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - ( 904) 247-5826
SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC
WORKS FOR INSPECTION BEFORE COVERING UP - (904) 247-5834
CITY OF
office 0i Building official V
REOUEST FOR INSPECTION
Permit No.
Date A.M
Time P.M.
Received
Locality
JOL AQUTt��
actor
owner's Contr
MECHANICAL
PLUMBING
Name RICAL
ELECT
ONCRETE )ugh Air Cond. &
L� Rc
NG Heating
BUILDING Rough wiring
Top out Fire Place L
Framing TemP Pole
lab F i Sewer
Re Roofing Final Pre Fab
Lintel
insulation FOR INSPECTION
READY
�Fn d y
Thurs.
Wed.
Tues
Mon. A.M.
Final inspection
inspection Made
Certificate of occupancy
Inspector
Dat6
PSR-3844 12936
DEPARTMENT OF BUILDING
CITY OF ATLANTIC BEACH
HSV,
----- ------- LOCATION INFORMATION
s : 88 FIFTH STREET WEST
P e Vin uimb#e r 12936 �ddres
Permit Type : BUILDING ATLANTIC BEACH ., FLORIDA 32233
-'lass of Work :NEW --------- LEGAL DESCRIPTION --..Z-------
Constr . Type :WOOD FRAME Block: 76 Lot : 4 Np,:
Section: 0 Subd: S n f,-:
Proposed Use: SINGLE FAMILY
01
Subdivision: SECTION H
Dwellings : 0
Est . Value : 0 . 00
Improv . Cost : 54 , 490 . 00
Total Fets! 3 , 287 .08
Amount &e_3 , 2 8 7 ,0 8
M Tn!)T M 3 :208
HQNS
APPLICATION FEES ----------
- `�WNER INFORMATION —
Name* ��PTILTE HOME f ( RPORATION PERMIT 420 -00
T' T IPS HIGHWAY #14 WATER IMPACT FEE 410 -00
Addr : PHIL'— 1 , 259 00
1�;r_KS0,N*vT'_, LLL FLORIDA 32256 SEWER IMPACT FEE 4
L WATER METER/TAP
Phone 9i'1)41'7', 3730Q RADON GAS-H I R. S . 5 . 74
R O�. 30
.)jiTRAi'TO 10FORMAT"N RADON CAB 5%
Name: PULTE FF_mt CORPORAT CAPITAL IMPRO4,1i 3-75-100
, i 0 .00
PHILL�IPrg`91"OHWAY SUITE SEWER TAP 35 .00
JACKSONVIL4 . FLORIDA 31156 CROSS CONNECTION
r_1qC05789,j. Exp, -SEC H IMPACT FEE 750 . 00
CONST. SURCHARGE 44
SCHARd"E/1�A,T L C,H . 0 . 160
NOTES:
NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING
PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE
CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
"FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN
THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS55
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR
VIOLATION OF APPLICABLE PROVISIONS OF LAW.
ATLANTIC BEACH BUILDING DEPARTMENT
x
By:
0
00
�101 00 01,
AN
C%
6
cp 04.1
CO'>l
0
-,0>4
cp
A.GQ, CIO
00
10
9j-
GO
re,
4`1 41 0�
0
N
ciz
e6. e
(A
DA TE
-RVICE L,
IAIKS NVILLE E, 4,P'
233 W T DUVAL s,
JACK
VILLE, FLOh.
"'HE FOLLOWING FINAL INSpEC7.ION(S)
SATISFACTORy: HA VE BEEN MADE AND
z,
Enclosed are the blue cOPi%es of the Permits.
S RELY,
BUILDING
INSPECTION DIVISION
cc:FILE
jl� IS,
CC,
0 CD
CL 3 C
0
1w,
03 It, =.; Q
RE. C%D
U)
to (D
0 00 (D
00 cn
rL
'(D
F�
(D
0
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In (D
0 ct 0 On
U) n 3 F-
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ID �10
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0
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r- g
(OD, ;-Z, ZQ
CD C) ;3 1
ca W 0 S. n &�
'A F m =00
(D ;3 -
> Ll , Q ��:
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m rt 0 F- ;3 L&I
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03 (D
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Li Li Q
fli
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1�-9
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address. 1� F— �t7A
Date //-
Heated Square Footage per sq ft =
Shed 72 (d S per sq ft = $
Carport q= @ per sq ft =
Deck @ per sq ft = $
Patio @ $ per sq ft =
TOTAL VALUATION : e-1-9
S,411 9 -Z (0 0,0
Total Valuation ist
0
Remaining Value )er thousand
or portion thereof
TOTAL BUILDING FEE $
+ 1/1, Filing Fee s ILI 6-1
( ) Fireplaces @ $15 - 00 $
BUILDING PERMIT FEE ad
WATER IMPACT FEE ?,
SEWER IMPACT FEF 0 0
WATER METER/TAP
CAPITAL IMPROVEMENT
$
SEWER TAP
RADON ( HRS ) . 0050
SECTION H PAVING ( 600)
HYDRAULIC SHARES
CROSS CONNECTION $ s-.ao
(1;0�) SURCHARGE . 0050 $ �7�
OTHER $
GRAND TOTAL DUE $
ADDITIONAL PERMITS OR FEES : Mechanical_; Plumbing_
Electric/New Electric/Temp_.; SwimmingPool
Septic Tank Well__; Sign__ Finish Floor Elevation
Sui:vey Other
CALCULATIONS and/or NOTES :
CITY OF
-,RCPERTY DESCRIPTION
Fcad:_-
800 S��NJJN
. . 01,F ROAD
Lot tj----E31cck XYLAN"rIC BEACH.FLORIDA 32233-544;
TELEPHONE(904)247-580
FAX(904)247-5805
io'n
5ubdivis ------
.5treet flame DESCRIPTION OF WORK
c_ S
or Address:_-
If in a FLOOD HAZARD
Plood Zone: 11XII area com-plete page 3. Brief
.............. Description: Single Family Dwelling
------------------------
Class of Work: New
(New/Remodel/Addition)--------------
7-OnING JHFOnMATION Type of
Construction:
.7on i n g Proposed
District: PUD -Use:_LLr1&1e_ Familv -Residence Estimated Value
F:xceptions or --------- _Z:Lne
Variances Granted2------------------------- Solid or
Filled
----------------------------------- ------ Groundi_F-illed------ROO±:_a1aiU91aS---
OWNER INFORMATION
Method of Heat1ng:__L1P_QL1iQ--------
Pulte Home Corporation Phonei 733-7300
--------------
Property Owners- ------------------ ----------
Mailing
Address
4
__L----------------
i acksonville9 Fl. --------- Zip: 32256
---------- --- --------
CONTRACTOR INFORMATION.- N01k/ 1 1996
�1' 733-7300
-------------
Contractor: Pulte Home Cor or ion Phone:
Hailing
Address -----------------------
J a c!k mL�L.:LLLe_,_.hL Zip:-32256---------
Expir.tio"8-31-98
License Number:-CG-0057891 -- -------- Datel--------------
-------------------------------
I HrRrBY CERTxry THAT I HAVE READ AND EXAMINED THIS APPLICATION AND K14OW THE SAME TO PC TRUE
AND CORRECT. ALL PROVISIONS or THE LAWS AND ORDINANCES COVERNING THIS TYPE OF WORK WILL eC
COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. T145: GRANT114G OF A PERMIT DOES NOT PRESUME TO
GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RUL-55.
MANNER, 114CLUDIII TH
0 E COVERmINO OF COTISTRUCTIOt4 O.-t TPF
oRDrHANCES, OR LAW PLRRIT tS
S IN ANY
REGULATIONS.OF CONSTRUCTION OF THE PROJECT. I UNDERSTAND THAT THE ISSUANCE OF T111S
PERFORMANCE SUPPORTINC
CONTIHOEHT UPON THE ABOVE INrORMATION BEING TRUE AND CORRECT AND THAT
THE PLANS AND
DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED.
IA4 L J -----------
N Ovner Signature t�------
Dat
Contractor Signature ----- — ---------
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) / 2- 'WATER CLOSET
WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8)
BATHTUB/SHOWER (2) iURINAL WALL LIP (4)
SHOWER GROUP PER HEAD (3) � FLOOR DRAIN (1)
SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2)
IAVATORY (1) COMBINATION SINK AND TRAY (3)
--L—WASHING MACHINE (3) POT, SCULLERY SINK (4)
__�_DISHWASHER (2) WASH SINK EACH SET OF
FAUCETS (2)
0 KITCHEN SINK (2) DENTAL LAVATORY (1)
--�—KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1)
GRINDER (3)
BIDET —�-�URINAL STALL, WASHOUT (4)
FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH
FOOD DISPOS. (4)
'URINAL. PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2)
BLOWOUT (2)
LAVATORY, MBER/BEAUTY ICE MAKER (1/2)
SHOP (2)
SURGEONS SINK (3) LAVATORY, SURGEONS (2)
JACUZZI (2) URINAL STALL, WASHOUT (4)
r)
TOTAL FIXTURE UNITS e $20.00 EACH $ Z—//
JOB INFORMATION
CITY OF ATLANTIC BEACH
TREE REMOVAL APPLICATION
I_so 11 ignj Must be recefy ie �gbeduled
moolina-horder to be pIwAd Qn the ggenda for co FTF
APELICATIONS-Mil I NOT
1. 133- -- t-o
APPLICANT NAME ADDRESS TELPHONE -e Y-1
Lof 76P- D.,
2. fA-5T 41.5 r-effT i-or 4, 13Lccx -7�o *515CTi ok) ATL-4t,)T(c— -B6Alcj4
ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL
'--To 0 .
3. DESCRIBE PURPOSE OF TREE REMOVAL:
A I
��AL A.§)FOLLOWS:
4. S4CIFY TREES PROPOSED FOR REMC
NUMBER SPECIES DIAMETER (DI3H) CONDITION
E
qbTgr- W I LV C-i462rZ-Y 7-'(
5. TOTAL NUMBER OF TREES TO BE REMOVED: 2.to" P1 t,5 E
I I," cAK
6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: .NDT Pkb7"Er.TSr,0
7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS:
M k Tk GATED
NUMBER SPECIES DIAMETER (DBH)
W
I ALI CT I T
11/19/96 TUE 16:19 FAX 904 733 7733 PULTE JACKSONVILLE 0001
Dc.13%r-tivjo ri 1i f-�omnbmq ij i I.- A.4. r n-i r 7 1 1
" �,e PUTI'T'1 NC.
T'N'" . N
PF Nok I
MeLhod A
!-1*1.WJF(";"T NAME' I 'R fl P0 1,111"TE: PUT."IF
17 IT".['Tt4(�, M,A I F
AND X0 NT4. 2
A. D EA(A I ls'�ES"E' 0P-'F
0 iW1 K E"i k`1 R.-mi T ATUTS'PU3TION NEI-
pwx 't r, I
.1 N GOTiS
01,
fz:.1ffi:iA-v
-km
�d op
i f am jA y-N o cif OT-1-ii-s f
T..f jxf 0. 1. i j�� -- 4 ,
-i r t J i
(y-I ed c,r, ia r,r,a ( s q
7 .
o v a r-h Y.4 ri 9 .1.
0'1. d t -Douh] �7 Pane
*L. 0. 0-1--ft
eR. Cloa.r e*,Iasus --f
b 8 b
7'Vo 1. m c.r- s c.1 cL r- -s i E;r I
Y-1.) --1 nd i "], a t. i o r i:
-,;-a el-, .-vr - -' c- U 0 167. 00 VI.
j f I . (, C Ft .1.J�u o, p e 1 11
W-all -t-z�,pc �Y.-oa And i.jjs--ojftAjoTL :
. I
W -1� I , I r I s-A.4 1.a t ix-1 f 1 IR-w.1,I- I e
c --t c r r-amir. k.
) L cr) vz1h)(.11
Wood f r-:1WC fk Irl-27 1"--, I.J
a..ma Cyr':
-,t.ic I I:R.
11111c:r. a L L i c
a jj.j.j +
("oo nfr Typ (`c r 1 1.r-a
S It'.E It 1 10 10 0
3 H ez a 11441)
H : --1 1�
r, I 1 1. ".!'a t f� c-m 15 . ll'yp(., : Flm--L-vie-
1411-11-c':i't Rewove r-Y
11cial. PUMP)
7 . I n f i I t:ra I i.-ou pr-acl- ico- 1 , or-
Ff-L r-T
r I
W h h o 0 S c f It I i-A't t i
(munt nol. exceel 100 Fc-lir;1-0 .17. 04 -------
Tota-[ As-1-4wi-11. points 2 4 5 17 0
b. Total U.asc 2 1 .......
--------------------- ----------
I lh-vc'--by th-a-P, �the plan.-, aind -j ri W C I f 1,11 11. Tls- a X1 s-1) C..- i f i(--a L i c I-F�.-
by fhi.s calc-lv- by thi.s ctOcwiap-iorl irldic-al..es
�with thn Frior-TY
j-n comp] Jarii;c-, WitJ7 the
l'-lorioa Fne.r,!..jy C7 .0. Uod c p d
i zs, lj�ii .1.J i.rig w j. he i m-:w--!v,Ur!d f 0 T�
k ft P AR I F-Tj T;Y ............ 4up
ho-r-oby 'newtify th-al. thi s bit i I s
in compl-ii-toc;i VIV) the F-LoT�jdna
C Cie i o.
0 W N IFR,2.A('WINT Colo F F I CT AL.I,
D.A..T E,*
.... .......
4* , INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST **
KPONENTS SECTION REQUIREMENTS FOR EACH rR*c / IcE CHECK
`RACTICE #1 06. 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. ==
��. ...... ------------------------------------
indows 606. 1 Maximum of 0. 34 CFM per linear foot o f ----------
. o operable sash
crack-(includes sliding glass doors) .
_________________________
---------------------------------
xterior & 606. 1 Maximum of 0. 5 CFM per sq. ft of door area;-----------
djacent Doors core, wood panel , insulated or glass doors only.
�u� �u
_________________________________________ _________________________ _ ______
xterior Joints 606. 1 To be caulked, gasketed, weather-stripped or other-
Cracks ^ wise sealed.
--------------------------------------------------------------- ------------------
RACTICE #2 606. 1 COMPLY WITH PRACTICE 01 AND THE FOLLOWING:
...............
______-_________
xterior Walls 606. 1 Top plate penetrations sealed. Infiltration barrier
Floorsinstalled. Sole plate/ floor joint caulked or sealed .
xterior Walls 606. 1 Penetrations, joints and cracks on interior surface '
Ceilings caulked, sealed or gasketed.
'-----------------------------------------------------------------------------
uctWork 606. 1 Ductwork in unconditioned space must be sealed.
_____________________________________________________________________
`replaces 606. 1 Equipped with outside combustion air , doors and flue
dampers.
------------------------------------------------------------------------------
Waust Fans 606. 1 Equipped with dampers. Combustion devices see
606. 1 . A. 2.
___________________________________________________________________
'mbustion 606. 1 Combustion space and water heating systems provided -
?at ing with outside combustion air , except direct vent
appliances.
------------------------------------------------------------------------
_ _
. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ) ----
----------------------------------------------------------------
.ter Heaters 612. 1 Comply with efficiency requirements in Table 6-11 . --
Switch or clearly marked circuit breaker (electric )
or cutoff (gas) must be provided. External or built-
in heat trap required.
---...............------------------------------------------------------------------
imming Pools 612. 1 Spas and heated pools must have covers (except solar
Spas heated) . Non-commercial pools must have a pump t~- -er .
Gas spa & pool heaters must have a minimum therm '
efficiency of 78 percent . --
_____________________________________________________________________________
ower Heads 612. 1 Water flow must be restricted to no more than 3 gal -
lons per minute at 80 PSI8. �
_______________________________________________________________
' Distribution 610. 1 All ducts, fittings, mechanical equipment and pl -�--
-----
=t "/�= chambers shall be mechanically attached, sealed, -
-
ulated and installed in accordance with the criteria
of Section 610. Ducts in unconditioned attics must
be insulated to a minimum of R-6. Air handlers shall
not be installed in attics unless in mechanical
closet .
SC Controls 607. 1 Separate readily accessible manual or automatic
thermostat for each system.
._______________________
� -________________________________________________
.ulation 604. 1 Ceilings minimum R-19. Common Walls - Frame R-11 or
602. 1CBS
_R-3_both
_sides.
_Common
_ceiling
_&_floors
_R-11 ' ____
_
` SUMMER CALCULATIONS
=== BASE AS-BUILT ===
-------------- �
' jEN AREA x BSPM = POINTS | TYPE SC ORIEN AREA x SPM x SOF = POINTS
---.....................................................------................................-......................-...................................................................---....-............ ... ........ ..............-- - ...............----
� 26. 00 65. 8 1710. 8 | DBL CLR N 26. 0 38. 3 . 95 946. 0
17. 00 65. 8 1118. 6 1 DBL CLR E 17. 0 79. 7 . 97 1315. 4
� 23. 00 65. 8 1513. 4 | DBL CLR S 7. 0 66' 2 . 90 417. 8
| DBL CLR S 16. 0 66. 2 . 93 979.8
64. 00 65. 8 4211 . 2 | DBL CLR W 13. 0 79. 7 . 96 992. 9
^ | DBL CLR W 17. 0 79. 7 . 95 1292. 8
| DBL CLR W 34. 0 79. 7 . 97 2619. 5
- -- - `������������������������������������� ` � � �.......... ........
FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS | GLASS
AREA AREA FACTOR POINTS POINTS | POINTS
_ ............. _... ..... ____ _....._............ ............_..............__...............__...._....
________________
| , 199. 00 130. 00 1 . 383 , 8, 554. 00 11 , 834. 13 1 8, 564. 19
JN GLASS------------ |
AREA x BSPM = POINTS | TYPE R-VALUE AREA x SPM = POINTS
__................................______________-__ ..._....
-__-_______ �
ALLS -------------- |
At 905. 0 . 9 814. 5 | Ext Wood Frame 11 . 0 905. 0 1 . 70 1538. 5
dj 246. 0 . 7 172. 2 | Adj Wood Frame 11 . 0 246. 0 . 70 172. 2
|
)ORS--------------------
a t
---------------at 20. 0 6. 1 122. 0 1 Ext Insulated 20. 0 4. 10 82. 0
jj 18. 0 2. 4 43. 2 | Adj Insulated 18. 0 1 . 60 28' 8
|
HLINGS------------- |
A 1199. 0 . 6 719. 4 | Under Attic 30. 0 793. 0 . 60 475. 8
| Under Attic 30. 0 424. 0 . 60 254. a:1-
1
54. 4| Under Attic 19. 0 117. 0 1 . 10 128. 7
|
.00RS--------------- |
b 168. 0 -37. 0 -6216. 0 | Slab-on-Grade . 0 168. 0 -41 . 20 -6921 . 6
�
FILTRATION--------- |
1199. 0 8. 0 9592. 0 | Practice #2 1190. 0 8. 00 9592. 0
TAL SUMMER POINTS |
17, 081 . 43 | 13, 914. 99
TAL x SYSTEM = COOLING | TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING
M PTS MULT POINTS | COMPON RATIO MULT MULT MULT POINTS
_____________________________________________________________________________
7,081 . 43 . 37 6, 320. 13 1 13, 914. 99 1 . 00 1 ' 070 . 340 1 . 000 5, 062' 27
=============================================================================
.
' WINTER CALCULATIONS
** **********************************************
~=============================================================================
.LASS----------... .....---- |
RIEN AREA x BWPM = POINTS | TYPE SC ORIEN AREA x WPM x WOF = POINTS
__...............................______ .......
______________________________________________________
N 26. 00 -10. 6 -275. 6 | DBL CLR N 26. 0 7. 3 1 . 08 204 0
E 17. 00 -10. 6 -180. 2 | DBL CLR E 17. 0 -9. 2 . 91 -142^ 7
B
S 23. 00 -10. 6 -243. 8 | DL CLR S 7. 0 -28. 4 . 96 -190^ 2
| DBL CLR S 16. 0 -28. 4 . 97 -439.3
W 64. 00 ^ -10. 6 -678. 4 | DBL CLR W 13. 0 -9. 2 . 88 -104. 7
| DBL CLR W 17. 0 -9. 2 . 86 -134. 9
| DBL CLR W 34. 0 -9. 2 . 90 -281 . 5
'-----------------------------------------------------------------------------
^5 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS | GLASS
AREA AREA FACTOR POINTS POINTS | POINTS
---' --------------------------------------- ....-.............
---------- ---------------
^� 1 , 199. 00 130. 00 1 . 383 -1 , 378. 00 -1 , 906. 41 | 1 , 089. 18
ON GLASS-----------� |
AREA x BWPM = POINTS | TYPE R---VALUE AREA x WPM = POINTS
------------------------------------------------------------------------------
4LLS---------------- |
�t 905. 0 2. 2 1991 . 0 | Ext Wood Frame 11 . 0 905. 0 3. 70 3348. 5
�j 246. 0 3. 6 805. 6 | Adj Wood Frame 11 . 0 246. 0 3.60 8g5. 6
|
]ORS---------------- |
't 20. 0 12. 3 Ext Insulated 20. 0 8. 40 168. 0
]j 18. 0 11 . 5 207. 0 | Adj Insulated 18. 0 g. 00 144. 0
|
�ILINGS-------.....----- |
1199. 0 1 . 2 Cl143 . 8 | Under Attic 3093
. 0 7 . 0 1 . 20 951 . 6
| Under Attic 30. 0 424. 0 1 . 20 508. 8
| Under Attic 19. 0 117. 0 2. 00 234. 0
|
OORS--------------- |
b 168. 0Slab-on-Grade . 0 168' 0 18. 80 3158. 4
|
FILTRATION--------- |
1199. 0 7. 4 8872. Practice #2 1199. 0 7. 40 8872. 6
=============================================================================
[AL WINTER POINTS |
13, 229. 79 | 17, 182. 32
=============================================================================
TAL x SYSTEM = HEATING | TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING
A PTS MULT POINTS | COMPON RATIO MULT MULT MULT POINTS
-----------------------------------------------------------------------------
], 229. 79 . 55 7, 276. 39 | 17, 182. 32 1 . 00 1 . 070 . 484 1 . 000 8' 898.38
WATER HEATING
+�****************************************************************. ************
=== BASE AS-BUILT ===
|UM OF x MULT = TOTAL | TANK VOLUME EF TANK x MULT x CREDIT = TOTAL
/EDRMC | RATIO MULT
...............................______ ..........................
__________
3 3803. 0 11 , 409. 00 | 40 . 93 1 . 000 3599. 3 1 . 00 10, 798. 00
==============================================================================
A.-X.- -X.-X-N.-X- X- -X--X.--X.-*k V1.������
� SUMMARY
******************************************************************************
==============================================================================
OOLIN8 HEATING HOT WATER TOTAL | COOLING HEATIN6 HOT WATER TOTAL
1.NTS + POINTS + POINTS = POINTS | POINTS + POINTS + POINTS = POINTS
'---------------------------------------------------------------------------
�320. 1 7276, 4 11409. 0 25, 005. 52 | ' 5062. 3 8898. 4 10798. 0 24, 758.f��
*****************
* EPI = 99. 01 *
*****************
^
, ' ~ ENERGY GUIDE
cy ' ��tailed information '
'f the EPJ' rating numbOar
r for any ITEM listed,
sk your Builder for EPI= 99. 0
CA Form 600A-93
r Form
GOOD-93,
0 10 20 30 40 50 60 70 80 90 100
� ---------------------------------------X- |
he maximum allowable EPI is 100. The lower the EPI the more efficient the home
RESIDENTIAL ENERGY PERFORMANCE RATING SHEET
ITEM
HOME VALUE Low Efficiency High Efficiency
SIN8L CLR DBL TINT
INDOWS. . . . . . . . . . . . . . . . . . . . . Double Clear | -------------X------- |
JSULATION. . . . . . . . . . . . ^ . ^ ^ ^ ^
R-10 R-30
Ceiling R-Value. , ' . . ' . . . | --------------------X |
R-0 R-7 �
Wall R-Value. . . . . . ' . . 110 | --------------------X |
R-0 R-19
Floor R-Value. . . . . . . . . 0. 0 | X------------------- |
[R CONDITIONER' ' . . . . ' . . ' ' . '
6. 0EE9. 7 EER 16. (-
BE F:.. . . . . . . . . . . . . . . . . . . .. . .. ..
R. . . . . . . . . . . . . . . . . . . , . , . 10. 0 | X-------------------- |
�ATIN6 SYSTEM. . . . . ' . ' ' . ' ' . .
6. 8 HSPF 12. 0
| X--------------------|
0. 88 0. 96
Electric EF. , . . ' . . . . . . . . . 0, 93 | ------------X-------- |
0. 54 0. 90
C`ias EF' ' ' ' ' ' ' ' ' . ' . . . 0. 00 | --------------------- |
0. 40 0. 80
HER FEATURES. . . . . . ' . . . ' . . '
, , , , , , , , _ , _ _ , _ _ _ _ _ , _ _ _ _ _ _ _
certify that these energy saving features required for the Florida
eroy Code have installed in this house.
- uilder
dress: �
` : �_.~-_ _3ignatur Date� I '
__ -__
ty/Zipl fl~_
:lrida Energy Code for Btilding Cc'nstruction - 1'3'�3
�rida Department of Community Affairs 17-1 [7-[. i ARD'D3
SERIAL it 7116
ResmanuJ�c ) * 08-23-1994
� `
` WHOLE HOUSE `
.^
HEAT GAIN / HEAT LOSS CALCULATION USIN8 FLA/RES(c ) DATA FILES
(BASED ON A- C. C. A. MANUAL J - SEVENTH EDITION (c ) 1986 by A. C. C. A. )
---' ------..........-.......................-....-..............---------------------------------------......................
-------
kOJECT 1199
DDRESS : LOT 60 HIDDEN VALLEY
J. :
WNER :
LD6 CONTR : SHAFFER
VAC CONTR : McGOWAN
Cond Flr^ Area: 1199 SF * GLASS/SF RATIO = 10. 8% * House Faces: East
* Climatic Conditions & Design Conditions *
---------------------------------------------------------------------------
Geographical Location : Florida | Jacksonville
---------------------------------------------------------------------------
1orth Latitude / Elevation | 30 Deg. / 24 Ft . Above Sea Level
]utdoor Winter Dry Bulb | 32 Deg. F _
[ndoor Winter Dry Bulb | 70. Deg. F
�inter (Actual ) Temp. Diff . | 38 Deg. F
AJinter Temp. Diff . (wTd) | 40 Deg. F
]utdoor Summer Dry Bulb | 94 Deg. F
]utdoor Summer Wet Bulb | 77 Deg . F-
U t d C-V
utdoor Summer Hum. Ratio Gr /Lb | 114
[ndoor Summer Relaltive Hum. | 50%
[ndoor Summer Design Gr/Lb. | 49 �
�
[ndoor Summer Dry Bulb | 75 Deg. F-
ri d o r
ndoor Summer Wet Bulb | 62. 3 Deg. F @ 64 Gr /Lb
)ummer Daily Range | 19 Deg. F - M
/ummer (Actual ) Temp. Di ff. | 19 Deg. F
;ummer (User Sel ) Temp. Di ff . (sTd) | 20 Deg . F
* HEATING SUMMARY * SA1199. DAT * COOLING SUMMARY *
SUBTOTAL : 20722. 96 | STRUCTURE SENSIBLE : 11677. 02
| MECH. VENT- 200 Cfm : 4180. 00
| SENS. + MECH. VENT : 15857. 02
| TEMP. SWIN6 @ 3 DEG. : 1 . 00
| OCCUPANT/APPLIANCE � 3000. 00
DUCT LOSS : 0 | DUCT 8AI1\1 : 0. 00
TOTAL LOSS/BTUH : 20722. 96 | TOTAL SENSIBLE � 18857. 02
TOTAL LATENT : 10872. 96
| SENSIBLE + LATENT : 29729. 98
20% OVERSIZE FACTOR : 4144. 59 120% SENS. OVRSZE FTR: 3771 . 40
ACTUAL + 20% OVERSIZE: 24867. 55 | SENS. + 20% OVERSIZE. 22628. 42
* EQUIPMENT SELECTION *
EC.-.!TMANUF JANITROL CU MOD # CPE24-1A AHU MOD # A24-05
HT INP/BTUH HTG OUTP/BTUH 22800 AFUE/HSPF 7 TYPE HP
SENSILE BTUH LATENT BTUH 22800 TTL CLG BTUH
B 22800
TONAGE 1 . 9 (S)EER 10 CLG CFM 800 HTG CFM 800
_______________
LOAD CALC, ULATION *
^ -
i �
^ ASS' TYPE Inside Shade So, ' Area Loss/Btuh Gain/Btuh
Z a s t; Double Clr Roller Shade 1 17. 00 493. 00 1003^ 00
�outh Double Clr Roller Shade 1 7. 00 203. 00 21700
30uth Double Clr Roller Shade 1 16. 00 464. 00 496^00
lest Double Cir Roller Shade 1 13. 00 377^ 00 767^ 00
Jest Double Clr Roller Shade 1 17. 00 493^ 00 1003^00
4est Double Clr Roller Shade 1 34. 00 986^` 00 2006^ 00
|orth Double Clr Roller Shade 1 26. 00 75400 520'^ 00
�nfiltration : Winter Htm ( 29. 37 ) x 130. 00 3818. 10
nfiltration ,: Summer Htm ( 7. 34 ) x 130. 00 954. 20
R-Value Area Loss/Btuh Gain/Btuh
/ A L L S............................................................... ..........
mod Stud - Ext . 11 905. 00 3258. 00 1900. 50
|ood Stud - Adj. 11 246. 00 885. 60 319. 80
...... ........ _ ...........................
SUBTOTALS: 1151 . 00 4143. 60 2220. 30
OO R S----------------------------------
------------------------------------
nsulated Core/Metal - Ext . 0 20. 00 354. 00 90. 00
nsulated Core/Metal - Adj . 0 18. 00 250. 20 27. 00
nfiltration : Winter Htm( 29. 37 ) x 38. 00 1116. 06 ^
nfiltration : Summer Htm( 7. 34 ) x 38. 00 278. 92
_________ _________ _________
SUBTOTALS: 38. 00 1720. 26 395. 92
EI L I N G S------------------________________------------------------------
nder Attic 30 793. 00 1030. 90 1189. 50
nder Attic 30 424. 00 551 . 20 636. 00
'der Attic 19 117. 00 245. 70 269. 10
SUBTOTALS: 1334. 00 1827. 80 2094. 60
LO O R S.................................................................... �
ab on Grade 0 168. 00 Lin . Ft . 5443. 20 000.00
* TOTAL STRUCTURE SENSIBLE *
........______ __________________________________
20722. 96 11677. 02
_____________________________________________________________________________