Permit 50 Dudley St CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX. 247-5877
�PERA ATION N NFORMATION
Permit Number: 21541 Address: 50 Dudley Street
Permit Type: BUILDING Atlantic Beach, FI 32233
Class of Work: ADDITION Township: Range: Book:
Proposed Use: SINGLE FAMILY Lot(s): Block: Section:
Square Feet: Subdivision:
Est. Value: 1,800.00 Parcel Number:
Improv. Cost: 1,800.00 QW -11114PORMATiON
NF
Date Issued: 3/02/2001 Name: Bert& Betty Bell
Total Fees: 30.00 Address: 50 Dudley Street
Amount Paid: 30.00 Atlantic Beach, FI 32233
Date Paid: 3102/2001 Phone: (904)246-7758
Work Desc: Aluminum Screen Enclosure
TROPICAL ENCLOSURES INC. PERMIT 30.00
An
spections,Roqgi�d
FINAL
NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND
MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
"FAILURE TO COMPLY VVITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TVVICE FOR BUILDING IMPROVEMENTS"
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
--AfLANTIC BEACH BUILDINd PT. $31
31641111 Reftipts—
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address— S'O I> uZ L F-
Date
Heated Square Footage @ $_per sq ft
Garage/Shed A-1 @ $—Per sq f t
Carport/Porch A. @ $_per sq ft
Deck @ $_per sq ft
Patio @ $_per sq ft
TOTAL VALUATION :
sob
Total Valuation 1st $
Remaining Value $ per thousand
or portion thereof
TOTAL BUILDING FEE
+ 1/2 Filing Fee
( ) Fireplaces @ $15 . 00
BUILDING PERMIT FEE
WATER IMPACT FEE
SEWER IMPACT FEE
WATER METER/TRP
CAPITAL IMPROVEMENT
SEWER TAP
) RADON (HRS) . 0050
SECTION H PAVING
HYDRAULIC SHARES
CROSS CONNECTION
) SURCHARGE . 0050
OTHER 0
GRAND TOTAL DUE
ADDITIONAL PERMITS OR FEES: Mechanical_; Plumbing
Electric/New Electric/Temp_; SwimmingPool
Septic Tank Well_; Sign Yinish Floor Elevation
Survey other
CALCULATIONS and/or NOTES :
RECEIVED
CITY OF ATLANTIC BEACH IFE8 2 8 P001
PERPj.--T'T APPLICATION REMODEL, ADDITIONS, ORC*i"70W�OVeach'�
MOVING, IDD40LITIONS OlAlldlng and Zoning
ne r ; 3; :..A'tV 9%
-�crt2ss � Alp : r
n t a c--c j4j� ),,A) o—0, / P,4( e--16 5 u fe I S
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SITE. pi-a-I'll SURVEY, MfERGY CUDE FCPXS, NOT= F AYD
OWI�aMICONTRACTOP. AFFIDAVIT, IF OWNER IS CONTRACTOR.
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SCREEN, VINYL & GLASS ROOMS SECTION 3
SELECT EDGE BEAM TABLE 3.1.1 ROOF
AND OR TABLE 3.1.2
MINIMUM 3-1/2" 'LW'
SLAB ON GRADE OR FOR MAX.
RAISED FOOTING UPRIGHT
(SEE DETAILS FOR 11LENGTH ll 1" x2" I
FOOTINGS)
VARIES NO MAX. (ELEV. SLAB OR ON GRADE)
TYPICAL GLASS RQ%M WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING
(HEIGHT OF UPRIGHT IS MEA URED FROM TOP OF I"x 2" PLATE TO BOTTOM OF WALL BEAM)
ALTERNATE CONNECTION AT
- FASCIA ALLOWED (SEE LOAD WIDTH
SECTION 7 FOR DETAILS) FOR ROOF BEAM
..LW
SOLID ROOF
O.H. EXISTING
SIZE BEAM AND UPRIGHTS STRUCTURE
(SEE TABLES)
VARIES
P PROJECTION FROM BLDG. r
LW = LOAD WIDTH P VARIES
TYPICAL SCREEN GLASS ROOM
NOTES: ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH 1/4" x 2-1/4" CONCRETE FASTENER MAXIMUM OF
2'-0" ON CENTER AND WITHIN 6" OF UPRIGHT ANCHOR 1" x 2"TO WOOD WALL WITH
#10 x 2-1/2" SHEET METAL SCREWS WITH WASHERS OR#10 x 2-1/2" WASHER HEADED SCREW
2'-0" ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY OR VVTH ANCHOR CLIPS AND #10
SCREWS AND WASHERS,
SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2
O.H.
SELECT FOURTH WALL BEAM FROM.TABLE 2.1.3 USING P/2
Lawrence E. Bennett, P.E.
CIVIL ENGINEER-DEVELOPMENT CONSULTANT
P.O.BOX 4368,SOUTH DAYTONA,FL 32121
TELEPHONE(904)7674774
FAX(904)767-6556
SEAL
COPYRIGHT 2000 PAGE
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3-1
SECTION 3 SCREEN, VINYL & GLASS ROOMS
ALTERNATE CONNECTION BEAM/HEADER
DETAIL I" x 2"WITH
(3)#10 x 1-1/2' S.M.S, INTO
SCREW BqSS
ANGLE CLIPS MAY BE
(2) #10 x 1 1/2" S. M. S. INTO SUBSTITUTED FOR INTERNAL
SCREW B I OSS SCREW SYSTEMS
ANCHOR I"x 2" PLATE TO
CONCRETE W/ 1/4' x 2-1/2"
CONCRETE ANCHORS WITHIN
6" OF EACH SIDE OF EACH MIN. (3)#10 x 1 1/2" S.M.S.
POST AND 24' O.C. MAX. INTO SCREW BOSS
fftm
MIN. 3-1/2" SLAB 2500 PSI 1"x 2" EXTRUSION
CONC. 6 x 6 - 10 x 10 W.W.M.
OR FIBER MESH 1-1/8" MIN. IN CONCRETE
VAPOR BARRIER UNDER
CONCRETE
ALTERNATE HOLLOW UPRIGHT TO BASE AND
HOLLOW UPRIGHT TO BEAM DETAIL
2" x 2" OR 2" x 3" OR 2" SMB (4)#10 x 1/2" S.M.S. EACH SIDE
POST OFPOST
0 O� HEADER BEAM
ANCHOR 1" x 2" cHANNEL TO 0 0
CONCRETE WITH 1/4"x H-BAR OR GUSSET PLATE
2-1/4"CONCRETE ANCHORS
WITHIN 6" OF EACH SIDE OF
EACH POST AT 24" O.C. MAX.
OR THROUGH ANGLE AT 24" MIN. (4)#10 x 1/2" S.M.S. @
O.C. MAX. EACH POST
1"x 2" EXTRUSION
MIN. 3-1/2" SLAB 2500 PSI
CONC. 6x6-10xlO W.W.M. OR
FIBER MESH 1-1/8" MIN. IN CONCRETE
VAPOR BARRIER UNDER
CONCRETE
ALTERNATE PATIO SECTION TO UPRIGHT AND
PATIO SECTION TO BEAM DETAIL
Lawrence E. Bennett, P.E.
CIVIL ENGINEER-DEVELOPMENT CONSULTANT
P.O.BOX 4388,SOUTH DAYTONA,FL 32121
TELEPHONE(904)767-4774
FAX(904)767-8556
SEAL
PAGE
(9) COPYRIGHT 2000
3-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E,BENNETT.P.E.
SCREEN, VINYL & GLASS ROOMS SECT�ON 3
Table 3.2.2 Allow' able Upright Heights Screen, Vinyl and Glass Rooms
Aluminum Alloy 6063 T-6
3"x 2"x 0,045"Hollow Extrusion
Wind Zone
Load 102 M.P.H. I 10 M.P.H, 120 M.P,H. 1 130 M.P.H. 1 140 M.P.H. 1 150 M.P.
Width Applied Load
8#/Sq� Ft. 9#/Sq.Ft. 10#/Sq.Ft.1 12#/Sq.Ft.1 15#/Sq. Ftj 16#1Sq Ft.I
36" 12'-6- 1 10'-8- 1 9--lo" 1 8'-11" 8'-6'
42" 8'4' T-1 1"
48" 10--10- 10--1- 9'-3- 8'-6- 7'-9- T-5"
54" 10'-3" 9'-6" 8--g- 8--o' 7'-4" 6'-11"
60" 9'-8" 9'-0" 8'-3' T-7" 6'-11 6'-7�
66" 8'�7" T-11 T-T' 6'.8" 6'-A'
72" 8'.10" 8'-3" T-7' 1 U-11" I b,-A- I t)-U i
78" 8'-6" T-11' T-3' 6'-8- 1 6'-1' 5--g- j
84" 8'-2" T-7" T-0- 6'-5" 1 51-10 5'-7'
901, 7'-"' T-4" 6'-9- 6'-2. 5'-8-
2"x 3"x 0.045"H;'I—lowExtruslon
Wind Zone
Load 102 M.P.H. 1 110 M.P.H.J 120 M.P.H.1 130 M.P.H. I 140-M.P.H.1 150 M. H.
Width Applied Load
8#/so. Ft. 9 /Sq. Ft. 10#/Sq. Ft.1 12#/Sq. Ft.1 15#/Sq. FQ 16#/Sq. Ft.1
14,-3" 13,-3" 12'-2" 1 11'-2' 1 10'-3" 1 9'-9- 1
42" 1 13'-3" 12'-3" 1 V-4' 1 10'4" 1 9'-6' 1 9'-0*
48" 1 17-4- 11'-6" 10'-7- 1 9-.8- 8--10" 8'-5-
54" 11�_8-- 9--11. 9'-2- 6'-4- T-11'
601, 11--l' 10'-3" 91-51, 8'-8" 7%11" 7'-6"
661, 10'-7 91-10, 8'-3- T-7- 7'-2"
72" 101- 9'-5 6.-8. T-1 1 T-3' 6-10
78" 6'_7"
9'4" 8'-8" T-4- 6�-8' 6
9'-0" 8�-5' T-9' 7--l- 6'-6-' _6"-2'
2"x 4"x.0,050" Hollow Extrusion
Wind Zone
Load 102 M.PAI 110 M.P.H. 1 120 M.P.H.T 130 M.P.H. 140 M.P.H. 1 150 M.P.H..
Width Applied Load
8#/Sq. Ft. 9#/Sq.Ft. 10#/Sq. Ft. 12#/Sq. Ft. 15#/Sq. Ft.1 16#/Sq. Ft.[
36" 19'.7" 18'-2" 16'-9' 15'-4' 14'-0" 1 13'4"
42" 18'-1' 16'-10" 15-6- 14'-2- IT-11' IZ-4'
48" 16'-11 15--g- 14'-6- 13'-3- 12'-2- 11'-6"
54" 15'-11 14'-10' 1 T-8' 12'-6" 11--5- lo'-10'.
601, 15'-2" 14'-V IT-1 1 1 V-1 0' lu-10. 1014,
66" 14'.5- IT-5- 12-4- 1 V-4" 1 V-4- 9'-10-
72" 13'-10" 12'-10' 11 1-10" 101-10, 91-11" 91-
78" 13'-3' 12'-4" 1114" 10'-5" 9,-6. 9'.1.
84" 12'-10" 101-11 101-01 =-2 8�
17-4 10'-7" 9.-8" —870'. 84
901, 5
Notes:
Glass Rooms: The addition of aluminum frame windows with glass panes that are designed
to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so
-that additional framing is not required.
d
Using screen panel width"W(See typical glass room drawing ),select up ght required
from the maximum height allowed for each extrusion.
Screen SpliRes on 3"side. extrusion turned with 3*side parallel to sole plate.
Lawrence E. Bennett, P.E.
C1 VIL ENG INEER-DE VEL OPMEN T CONS UL TAN T
P.O.BOX 4368,SOUTH DAYTONA,FL 32121
TELEPHONE(904)767-4774
FAX(904)767-6556
SFAL
PAGE
COPYRIGHT 2000
NO'TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT P.E. 3-21
SECTION 3 SCREEN, VINYL & GLASS ROOMS
ALUMINUM FRAME SCREEN
5/16'0 GALVANIZED 'ALL WALL
THREAD' OR 7HREAD ALL' ROWLOCK
EMBEDDED IN CONCRETE OR
FASTENED TO CONCRETE W/ BRICK KNEEWALL TYPE 'S'
APPROVED CONCR�� MORTAR REQUIRED FOR
ANCHOR @ 24- O.C. MAX. AND LOAD BEARING BRICK-WALL
WITHIN 6" OF EACH UPRIGHT
ALTERNATE CONNECTION OF
OR APPROVED ALTERNATE SCREENED ENCLOSURE FOR
ALTERNATE 1/4"x 6" BRICK OR OTHER NON-
co STRUCTURAL KNEE WALL
CONCRETE SCREW THROUGH ui 1"WIDE x 0.063" STRAP @
1* x 2" AND ROWILOCK INTO �q EACH POST FROM POST TO
FIRST COURSE OF BRICKS FOOTING W/ (2)#10 x 3/4"
S. M. S. STRAP TO POST AND
(1) 1/4"x 1-3/4" TAPCON TO
00 SLAB OR FOOTING
4- (NOMINAL) PATIO
(1) 95 0 BARS W/3- COVER CONCRETE SLAB W/
(MIN.) 6 x 6 - 10 x 10 WELDED WIRE
(TYPICAL) MESH OR FIBER MESH
CONCRETE
BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS
2'-O" MIN. (1) #50 BAR CONT.
BEFORE SLOPE (1)#50 BAR CONT.
Cl)
04
or -
TYPEI TYPE 11. TYPE III
FLAT SLOPE/ NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING
0-2"If 12" 2"/ 12" - V-10" > V-10"
NOTES:
1 NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL ENCLOSURE
'EXC'EEDS 16'-0* FROM HOST STRUCTURE THEN A TYPE 11 FOOTING IS REQUIRED. ROOMS
GREATER THAN 400 SQ. FT. REQUIRE TYPE III FOOTING.
2, MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH
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 FOOTING USE TYPE 11 FOOTING OR
FOOTING,;SECTION REQUIREP,BY LOCAL CODE, LOCAL CODE GOVERNS.
SLAb' FOO'TING DETAILS
Lawrence E. Benneft, P.E.
CIVIL ENGINEER-DEVELOPMENT CONSULTANT
P.O.BOX 4368,SOUTH DAYTONA,FL 32121
TELEPHONE(904)767-4774
FAX(904)767-8556
S EAL
PAGE
(9) COPYRIGHT 2000
3-16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E,BENNETT.P.E.
SECTION 7 SOLID ROOF PANEL PRODUCTS
PAN ROOF ANCHORING DETAILS
ALTERNATE CONNECTION: EXISTING TRUSS OR RAFTER
(31#�8 SCREWS PER PAN SEALANT
WITH 1" MINIMUM #8 x 1/2" S.M.S. (3) PER PAN
X
EMBEDMENT INTO FASCIA (BOTTOM)AND (1) @ RISER
THROUGH PAN BOXED END
(TOP)
HEADER (SEE NOTE BELOW)
ROOF PANEL
Lu
Z CL
< uj
#10 x 1-1/2" S.M.S. (1) PER #8 x 1/2" S.M.S. (3) PER PAN
RAFTER OR TRUSS TAIL
#10 x 3/4" S.M.S. @ 12" O.C. (BOTTOM)AND (1) @ RISER
(TOP)
EXISTING FASCIA
ROOF PANEL TO FASCIA DETAIL
SEALANT
FOR MASONRY USE #8 x 1/2" S.M.S. (3) PER PAN
1/4" x 1-1/4" TAP-CON ANCHOR (BOTTOM)AND (1) @ RISER
OR EQUAL @ 24- O.C. FOR (TOP)
WOOD USE #10 x 1-1/2" S.M.S.
OR WOOD SCREWS @ 2" O.C. HEADER (SEE NOTE BELOW)
ROOF PANEL
LIJ
Z
< ui
Cl-
A
EXISTING HOST STRUCTURE:
WOOD FRAME, MASONRY OR #8 x 1/2" S.M.S. (3) PER PAN
OTHER CONSTRUCTION (BOTTOM)AND (1) @ RISER
(TOP)
ROOF PANEL TO WALL DETAIL
NOTES,,, ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2" LONG
CORROSION Rl=-,SISTANT SHEET N�ETAL SCREWS WITH 1/2'%�SHERS. ALL SCREW
HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE
-WASjIER AND THE PIAN, PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2" SCREW EACH. THE
PANS MAY BE ANCHORED'THROUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE
SCREW,TYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8 x 9/16"TEK SCREWS ARE
ALLOWED AS AS'UBST4TU"rE F.OR#8 x 1/2" S.M,S.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER-DEVELOPMENT CONSULTANT
P.O.BOX 4368,SOUTH DAYTONA,FL 32121
TELEPHONE(904)767-4774
FAX(904)767-8558
SE.AL
PAGE
(9) COPYRIGHT 2000
7-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E
SECTION 3 SCREEN, VINYL & GLASS ROOMS
Table 3.1.2 Allowable Beam Spans - Hollow Extrusions for Screen
and / or Vinyl (Open] Rooms with Solid Roofs
Aluminum Alloy 6063 T-6
Wind Zone
162WH 1 110 MPH 120 MPH 1 130 MPH 1 140 MPH 1 150 MPH
Applied Load
17#/Sq.Ftj 20#/Sq. Ftj' 24#/Sq. Ft4 28#/Sq. Ftj 32#/Sq.Ftj 37#/Sq.Ft.
I Load Width 3"x 2"x 0.045"
1 5. 6�-6. 6'-0" 5-13" 4'-9- 4'-5"
6- 5'-11' 5'-0* 4--8" 4'.4- 4'-0"
7' 5'-6' 4'-8" 4-4- T-11 T-9"
8' 5-V 4'-9" 4'-0" T-9" T-13"
9' 4'-10* 4'-6' T-10" T-6" 3'-3"
10, 4'�7' 4'-3- T-1 1 3-4- T-4" 3' 1"
ill 4'-4- 4'-l' \3'-g' 1 T-5" 3'-2" 2'- 1
12' 4'-2' T-11" T-7- T-Y T-V 2'-10"
Load Width 2"x 3"x 0.045"
5, 61-91 6-3" 5-9" 5'-3 4'-11' 4'-7
6 6'-2' 5-8" 5-3" 4'-10" 4'.6- 4'-2"
7 5'-8' 5'-3 4'-10" 4'-6" 4'-2" T-10"
8' 5'A' 41-11" 4'-6 4'-2 31-101, 3'.7
9' 5'-0" 4'-8" 4'-3 3'-11 3'-8" T-5"
10' 4'-9" 4'.5" 4'-l" T-9' T-6 3',3"
11' 4'-6" 4'-2" T-10" T-7" T4 T-1"
12' 4'-4* 4'-0- T-H T-Y T-2" 2'-11
Load Width 2" x 4" x 0.050"
5' 101-11 91-5" 8'-7" 7'-11 7'A" 6 11
6 9'-3* 8'-7" 7'-10" T-3" 6'.9. 6-3"
7 8'-7' T-11 T-3" 6�-9" 6'-3" 51-10"
8' V-1 1" 7'-5- 6'-10" 6-Y 51-10" 5'.5"
9' 7'-6' 7'-0' 61-5" 5'-11' 5-6- 5'�2--
10, 7'-2* 6'-8" 6..1. 5'-7 5'-3' 4--10"
'I'll 6'-10' 6-4- 5'-10' 5'-4 4'-11' 4'-8"
1 12' 6-15' 6-1- 5'.7- 5'-2" 4'-9- 4'-5-
Note:
Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H.
na load requirements to Lhe above upright sizes increases the strength so that additional framina is not required.
Taoles assume extrusion oriented with longer extrusion dimension parallel to applied load.
"Lawrence E. Bennett, P.E.
CIVIL ENGINEER-DEVELOPMENT CONSULTANT
P 0 BOX 4368,SOUTH DAYTONA,FL 32121
TELEPHONE(904)7674774
SEAL FAX(904)767-6556
@ COPY41GHT 2000
3-18 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P E
>
0
M
Table 7.2.2 Allowable Spans for Riser Panels for Various Loads M
CD - Aluminum Building Systems, Inc.
Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25
36-Y.12-x 0.019-Riser Panels 0
z
Open Buildings Enclosed Buildings -4
z n Wind Applied Overhang Condition Overhang Condition
0 0 -U Wind Applied
rn Region Load One and Three Four Span x Region Load One and Three Four Span Max
0 -< W Z MZ Two Span ntilever
a) 0 (D - Two Span Span Cantil ver Span Ca
--4 X I
M M D 102 M.P.H. 17 10'-7" IT-1" 13'-4" 4--11- 102 M.P.H. 30 8'-10" 101-10" 1 1'�1" '4'-2-
X (' 0
M M 0, 110 M.P.H. 20 101-11 12'-6" 17-91" 41'-9� 110 M.P.H. 35 - 8-4- 10'-4" 10'-7" '3'-11"
'U T P (D .
X K) 0 (n 10 120 M.P.". 24 9'-6" 111-9* 12'-0" 4'-6- 120 M.P.H. 4T T-11- 9--g- 91-11" T-9'
00 ZZOMM
0 0 M c: -< .
C 0 130 M.P.H. 28 91-0" 11-2" 111-5" 4'-3" 130 M.P.H. 48 7'-6- 9'-3- T-5- T-6"
M 0 UD 140 M.P.H. 32 8%7" 10'-7- 101-10" 4'-0' 140 M.P.H. 56 T-1" 8'-10- 8--11- 3-4-
0 'D (D 1-50 M.P.H. 37 8'-2' 10'-2" 10'-4" X-10" 150 M.P.H. 64 6-10" 8'-5" 8'-7" 3'-2*
>
:E �: :I r1ri j
ZE 0 Z
:1 z Z -A 3"x 12"x 0.026"Riser Panels
0 0 (D
Q
M z Open Buildings Enclosed Buildings
0 U)
X Overhang Condition
z Wind Applied Overhang Condition Wind Applied 0
M One and Three Max One and Three Max
Region Load FourSpan Region Load Four Span
Two Span Span Cantilever Two Span Span Cantilever 0
102 M.P.H. 17 11-10- 14'-8' 14.-11" 6-0" 102 M.P.H. 30 9'-10' 12'-2" 12'-5" 4'-8"
as 110 M.P.H. 20 11'4" 1T-1 1" 14'-3' 5'-0" 110 M.P.H. 35 91-5" 1 V-7" 111-10" 4'-5"
0 0
120 M.P.H. 1 __24_ 10--8- 13'-2' 13'-5- 6-0 120 M.P.H. 1 41 81-10" 101-11" 11--2- 4'-2" 0
-n 130 130 M.P.
M.P.H. 28, 10--l- 12'-6" 12'-9- 4'-9 H. 48 8'-5- 10'-4- 10'-7- T-11 I"
0
X 140 M.P.H. 32 91-7" 11'-11" 12'-1" 4'-6" 140 M.P.H. 56 7'-11" 9--10" 10"" T-9"
"M C)
22 0 — > 150 M.P.H. 1 37 9'-2- 11'-4- 1 V-7" >
1 > 4'-4- 150 M.P.H- 64 7'-7" 9'-5" 9'-7" 3'-7" j
M
z t- 0 z
0� :K 3"x 12"x 0.032"Riser Panels M
M
? Open Buildings Enclosed Buildings
00 0 :K JOE Wind Applied Overhang Condition Wind Applied Overhang Condition
Hill
z CO --- Region Load One and Three Four Span Max Region Load One and Three Four Span Max
Two Span Span Two Span pan Cantilever
0 C: Cantilever S
102 M.P.H- 17 12'-9" 15'9" 16'-l" 51-0" 102 M.P.H. 30 10'-7" IT-1" 13-4 4-11" C
> -n I 10 M.P.H. 20 12'-2" 1151-0, 15'-4" 5-0" 110 M.P.H. 35 101-1" 12'-5" 12'-8" 4'-9- C)
M H C"a
0 120 M.P.H. 24 1 l'-6" 14'-2' 14'-5" 5'-0" 120 M.P.H. 41 g'-6" 11 11 1-11" 4'-6"
z z Z U)
0 L4 C)
rn > . -z 130 M.P.H. 28 101-10" IT-5" 13'-8" 5'-0" 130 M.P.H. 48 91-0" 1 V-2" 1 l'-4" 4'3"
r-
03 C1 140 M.P.H. 32 10'-4" 12'-9- 13'-0- 4 '140 M.P.H. 56 8'-7" 10'-7" 10'-10" 4'-0"
M i� in-
150 M.P.H. 37 9'-10" 12'-2" ] 12'-5" 4'-8" 150 M.P.H. 64 8'-2" 10'-1" 10'-4"
z C)
z C.
Note: Total foof panel width room width plus wall width plus overhang.
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CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
JOB LOCATION:
OWNER OF PROPERTY:
PLUMBING CONTRACTOR:
CONTRACTOR'S ADDRESS:
STATE LICENSE NUMBER: -TELEPHONE:
HOW MAVY OF THE FOLLOWING FIXTURES INSTALLED
--SINKS SHOWERS
LAVATORIES -WATER HEATERS
-BATH TUBS DISHWASHERS
-URINALS DISPOSALS
-CLOSETS WASHING MACHINES
-FLOOR DRAINS SHOWER PANS
OTHER
TOTAL FIXTURES: X 3.50 + $15.00
MINIMUM PERMIT FEE = $25.00
SIGNATURE OF OWNER:
SIGNATURE OF CONTRACTOR:
-----------------------------------------------------------------------------
INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994
STANDARD PLUMBING CODE.
CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826
SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR
TO COVERING UP - (904) 247-5834.
CITY OF ATLANTIC BEACH, FLORIDA
Approved by I APPLICATION FOR ELECTRICAL PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 1�,61
�12
IMPORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
(& &a)ir'll
'Li 4*7 _�6
ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN
",/w/ s -
NAME JF/ /":v —ADDRESS: RFD_BOX_
Id d 0 )�7_7
BLDG.SIZE BETWEEN:
RES.K) APT. ( COMM.( PUBLIC ( INDUS. I NEW ( OLD ( REW. I
ADDITION ) TRAILER ( TEMPA SIGNS I ) SQ. FT.
SERVICE: NEW( INC R EASE REPAIR FEE
CONDUCTOR SIZE AMPS-2,i z) COPPER ALUM. 06
SWITCH OR BREAKER 2&A Amps PH j W Z9'�O' VOLT 4
41ilz RACEWAY
L�l'ewze'r�
EXIST.SERV.SIZE 10e AMPS PH -7 W VOLT yz<_ RACEWAY
FEEDERS NO. SIZE I NO. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALEDI OPEN I TOTAL
RECEPTACLES CONCEALED OPEN TOTAL
0.30 AMPS. 31-100 AMPS.
SWITCHES
INCANDESCENT
FLUORESCENT&M.V.
FIXED F-_100AMPK.� OVER
APPLIANCES I L TRANSF.
AIR H.P. RATING H.P. RATING
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT
0-1 OVER
MOTORS H.P. I VOLTAGE PHS NO. I H.P. VOLTAGE PHS
MISCELLANEOUS
CITY OF ATLANTI C BEACH
Approved by : APPLICATION FOR ELECTRICAL PERMIT
TO THE CHIEF ELECTRICAL DATE : _v_-2c 19
INSPECTOR:
IMPORTANT NOTICE :
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN
THE FOLLOWING , WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE -WITH THE
ATTACHED PLANS AND SPECIFICATIONS , WHICH ARE A PART HEREOF , AND IN
ACCORDANCE WITH THE ELECTRICAL REGULATIONS , CODES AND CITY OF ATLANTIC
BEACH ORDINANCES .
ZY-65e5erc
ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN
NAME,4('A/O,q CAVIC-117— ADDRESS S /11
BLDG. SIZE BETWEEN :
RES . ;>< APT. ( COMM. ( PUBLIC INDUS . NEW OLD
REW. ( ) ADDITION TRAILER SIGNS ( ) SQ .
SERVICE : NEW INCREASE REPAIR
CONDUCTOR SIZE AMPS COPPER( ) ALUM F
BREAKER AMPS
SWITCH OR
P OL RACE14AY
FF_x IST. RACEWAY
RVICE SIZE AMPS PH 3 wlo'�VOVOL�
!FEEDERS NO. SIZE NO . SIZE NO . SIZE
,1LIGHTING
!OUTLETS 1CONCEALED1 ITOTAL
RECEPTACLES CONCEALED OPEN TOTAL
1— . 31-100 amps
iSWITCHES
JINCANDESCENT
� FLUORESCENT
100 amps over—
�APPLIANCES IBELL TRANSF
iAIR P A M-G-' A M P S ICEIL IKW HEAT
! CONDITIONING mp MOTOR
-HEAT
MOTORS VOLT. PHS NO. I HP volt
j__
10vr
0
� NISCELLANEOUS
DEPARTMENT OF 86ILDING
CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO.- ?n3TL
0,00CM,
PERMIT TO BUILD 6326 1 A I I/I I/Ind
THIS PERMIT MUST BE POSTED ON JOB P 1�!3 *110CA
I I /i 1/9
Date Nov. 11, 19 86 1 A 1 /11/9
1,480.00 15 .00
Valuation$ $
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.
This is to certify that HATTIE M. RHETT
has permission to build DETACHED UTILITY SHED
MINIMUM 5' REAR AND SIDE SETBACKS
Classification RESIDENTIAL Zone
Owned by PZHETT
11 2
Lot Block S/D-
House No. 50 DUDLEY 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
0 Building material,rubbish and debris
-zi from this work must not be placed
in public S e, and must be cleared
up an - led away by either con-
trac r owner
-?#+—.g official.
FOR OFFICE PERMIT
USE ONLY _NUMBER DATE CONTRACTOR
PLUMBING
ELECTRICAL
SEWER
WATER
S-r-
Address oQ
---Per sq ft
116atedSquare Footage @ $
w ---
G�Fa&� @ $ Y-11, per sq ft ev -
Carport/Porch __per sq ft
@ $ per sq ft
Deck $
Patio @ $ per sq ft
TOM VALUATION:
To-di Valuation lst $
Rauainder Valuation per thousand or
portion thereof
- -------------------------------------------- Total Building Fee
AMMONAL PERZaTS and/or FEES REQUMED
+ � Filing Fee .
' Fireplaces @ 15.00 $ fiZ
1AP-chanical
BUILDING PMUT FEE $
Pluabing
ElectriclNew
------------------------------------------------- -
Electric/TEup
BUILDING PERUT
Septic.Tank
WATER 1U,11 R C1 WZGE-
Well
Swinming Pool SEWER IMPACr FEE.
WATER IMPACr FEE
Sign
Water Connection NISCELLANEOUS
S orriection -7
ewer C
Water.Meter
Elevation Certificate
GRAND TOM DUE
----- --------------------------------------------------- ------
7-----------------------
CALCULATIONS and/or NaM
41
CITY OYATLANTIC BEACH
APPLICATION To MAKE ADDITIONS OR ALTEBATIONS
PhanO
OwnerA&-j-LL-_0) Address -T--)0 tu(I �s
TF---
Architect Address Phone
Phone.�
Contractor V Address
Contractors License/Certification Nwbers� n('�r)Q
Expiration Date
Property Address Zoning
Lot Blcok or Unit # Subdivision
Valuation of Cons truc
tion $ C17"11) Type of Construction
rmed
Describe Work to be Perfo _JjLAA�1r)(X �Lkf) ('11, 'ISAC-)�-
Materials to be Us ed
Present Use of Buil
ldi= (T-, ("i 6,
Proposed, Use of Bui C:-L I
7 z:j I�-4 I I-j
Flood Zone
Dimensims of New Area:
086
HEATED
GAPAGE OR �TOPAGE
CARPOIU OR PORCH
EECK
'YES NO NUABER
FATIO
-_Mill there be an increase In nunber ,of units?
Will there be a decrease in nurber of units? ,
Any additional p1mbing fixtures?
Any,,new fireplaces?
SUEZUT TW COM U SETS OF PLANS INCLUDING SITE PLAN
Signatur Date
e OWNER
-,�'.SLmature Date
4*#
,All
Ll
VA)�rs VOR
C,
5; z
p,PP �9�-,r,'BEACIA
I
CIFT�CF-
Apo-
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ic)
4-
AA ow
?,porn
r,lz�
APPROVE- 0
CRY OF
-Oak OUILDING OT-17'17�
Ilov 1 1986
Li IC)
IL
RI
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IV ec-v'�t-
R O\JED
I"
ROO rn
b6l
c Ili
-————---———————————————————————_
DEPARTMENT OF SUILtXNG
CITY OF ATLANTIC BEACH
------- LOCATION INFOR14ATION --------
PERMIT INFORMATION
50 DUDLEY STREET
Permit Number: 12379 Address.
Permi t Type:PLUMBING ATLANTIC BEACH, FLORIDA 32233
. Class of Work:ALTZRATION �___ , LEGAL DESCRIPTION ----------
Constr. Type:WOOD FRAME Block, Lot : Twp: 0
Rng* 0
Proposed Use:SINGLE FAMILY Section,: 0 Subd.
Dwellings: 0 subdivision,:DONNER
Est. value*, 0 .00
improv. Cost .
Total Fe ' 0 .00
Amount 0soo
T Awn
APPLICATION FEES ----------
ION
Nam, IT 0.00
"Addr 5
FLOR DA
Ph a
------ R ' POP34AT I ------
Name: DOW IN MBXNG,,,,,CO.
A
ACKSON FL 32221
Li Ew:
NOTES:
NOTM—ALL CONCRETEPOAMS,AND FOOTINGS MUST BE INSPIECTED BEFORE POURING
PERMIT VOID SIX MONTHS AFTER DATIt OF ISSUE
SUILDINGMATERIAL,AUSSISHAND DEBRIS FROM THIS WORK MUST NOT SEPLACED'IN PUBLIC SPACE,AND MUST BE
CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
4
TAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN
THE PROPERTY OWNER PAY114GTWICE FORTHE'SUiLOM IMPROVEMEt
I $M, ACCOfIDING TO APPROVED PLANS WHICH ARE PART
S,' -,- , , OF THIS PERMIT AND ECT REVOCATION FOR
"APPLICA PROV
!L9 ISIONS OF LAW.
'ATLANTIC BEACH,"OVILDI"Obt ATMENT
4 x/
-------------
12298,
DEPARTMENT OF BUILDING
CITY OF ATLANTIC 85ACH
-------- -LOCATION INFORMAT10N --------
PERMIT INFORMATION ------
0 DUDLEY STR ET
'Per.mi�t Number: 12298 Address*
ATLANT I C ISEACH 1� 'FLORIDA, 32,233
Permit Type:REMODELING
--------- -------
class of Work-.ALTERATION, LEGAL DESCRIPTION
Constr. Type:WOOD FRAME Block; Lot. Twp: 0,
ed Use:SINGLE FAMILY& Section: 0 Subd: Rng, 0
Propos
4 Dwellings: 0 SubdiVis,ion:DONNER
Est . Value* , 0 .00
10,,700 .00
Improv. 'Cost,:
Total Po 0 .010
Amount
11 1- 1
MBING
OR_ S CA14 AND PLR�
Wort -RJR CO NECTJON-J,
APPLICATION FEES ---------- -
T1014
0 .00
Na el
A , � ET
FLORIDA
flt,rx z4,
Pho
R T1
AL N ALPZ I
0
't, FL 32211
JACKS
NOTES:
NOTICE—ALL COMC14VM FORMSAND Foarmos MUST Ole INSPECTED BEFORE POURING
PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE
BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT'SE"PLACED INPUBLIC SPACE,AND MUST BE
CLEARED UP AND HAULED AWAY BY Ermen CONTRACTOR OR OWNER
"FAILURE.'MCOM
PLYWITH:r THE,MECHANICS LIEN LAW CAN RESULT IN
T THE PROPERW OWNERPAYINGTWICE FORTHE BUILDING IMPROVEMENTS ,
$SUED ACCORDING TO APPROVED PLANSr WHICH ARE PARTOF THISPEAMIT AND SUBJECT TO REVOCATION FOR
jC11AT
Im OPAPPLICABLE RROVISIONS.OFIAW.
C out DIN RTMENT
LDIIN
Sr.
CITY OF ATLANTIC BEACH
PERMIT APPLICATION REMODEL , ADDITIONS OR ALTERATIONS
DEMOLITIONS
Owner(s) :
Address : Phone:
Lot # Block or Unit # Subdivision:
Contractor: &4 L L- 2-,s-
State License #-&W- C-RC- 05-3
Address : ?(
Phone No: �72-t �5LfI6
Describe work to be done: /?' -+!'1;Le 4
Present use of building: If-c-- -C
Valuation of Proposed Construction:
Proposed use: te S,
Is this an addition? If yes , what are the dimensions of
the added space: ft . X — ft . Will the added area
be heated and cooled? New electrical (or increase)?
New plumbing fixtures? New fireplace?_New Heat/AC?
SUBMIT Ti"K COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY,
ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR
AFFIDAVIT, IF OWNER IS CONTRACTOR.
Signature OWNER: Date:
Signature CONTRACTOR: D a t e
License Supplied:
Liability Insurance:
Worker's Compensation Insurance:
FLA, 1947 L^WS RAUGO room A"
FS 713.13
4k,
is afire of V.�.Vmmrnrrnwnt
4FIRSPAR4 In
to W40M it Utq
The undersigned hereby informs all concerned that improvements will be made to certain real
property, and in accordance with section 713.13 of the Florida Statutes, the following information
is stated in this NOTICE OF COMMENCEMENT.
Descrip lion of property................... ......... ............ ...............................
.................... ........ . ................................ .......... I........S�7....................................................
17 9 1— ,33
.................. ........................... ...........................I......1---.......-.—.....................
.......................................... T
.......... .......................................................................................................I......................I........................................ ..................
r
General descriplion of improvements...............
...................................................7-----.-..-...............
..........I..........
.....................-... -t'.9....... ..................
................... ........................................................I.................................---............. .......................................................................................
VOwner................ .............. .... . ......... ..................I.........................—....................................................
j ............ A7(--- /,� /- 21�
Address..................f�....... .... ............��.7....... ..:T ............I.............. ..................
Owner's irderest in Me of the improvemerd................................................................................ .........................
Fee Simple Title holder (if other than owner)
Name.........................................................................................................................................................................
Address......................................................................................................................................................................................
Contractor...........f.-.F..........61...............................C."'n s
..............I .......... ............................................................................................
Address............ .................../,r, " , , , , 1� �
..............a.e�, A-� ,�- )t— 0-- _? -2-2_ //
" .....................I-A.........1*11, ......-.......................
Surety (if any)......................................................................................................................................................___...................
i
Address........................................................................................................................................................1,111,co" of bond t............................
Name of person within the Stale of Flori& designated by owner upon whom notim or cWw &amwa nmy
be served:-
Name.....................................................................................................................
Address
In addition to himself, owner designates the following Person to receive a copy of the LionoesNotice
as provided in Section 713.13 (1) (F), Florida.Statutes. (Fill in at Owner's option).
Name
Address.......