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CITY OF ATLANTIC BEACH
SS
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5826
INSPECTION EMAIL REQUEST:
Building-dept2cpab.us
Application Number . . . . . 07-00000323 Date 3/30/07
Property Address . . . . . . 1854 SEMINOLE RD
Application type description SHED PERMIT
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 2500
----------------------------------------------------------------------------
Application desc
NEW SHED
----------------------------------------------------------------------------
Owner Contractor
------------------------
------------------------
MCKENNA OWNER
ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233
----------------------------------------------------------------------------
Permit . . . . . . BUILDING PERMIT
Additional desc . .
Permit Fee . . . . 45 . 00 Plan Check Fee 22 . 50
Issue Date . . . . Valuation . . . . 2500
Expiration Date . . 9/26/07
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 45 . 00 45 . 00 . 00 . 00
Plan Check Total 22 . 50 22 . 50 . 00 . 00
Grand Total 67 . 50 67 . 50 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
' 'e st CITY OF ATLANTIC BEACH
PLAN REVIEW SHEET 50utf-�'
Building Department Public Works&Public Utilities Departments
800 Seminole Road 1200 Sandpiper Lane Car
Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 nKal�uzniak
(904)247-5800 (904)247-5834 Public Safety
(904)247-5845 Fax (904)247-5843 Fax Jax Fire dept.
PLAN REVIEW COMMENTS
Permit Application 07- .47- 3
Property Address A
�'-f A.,
Applicant:
Project: 4L
,qw
This permit application has been:
Approved as noted by the Department.
Final application approval must come from the Building Department.
2r'--Reviewed and the following items need attention:
4b,
46Sf- �57 /IfO~7
pe
/0 0 RE
12itu
11 W-
Please re-submit 2-copies &revisions. Please re-submit your
revisions to the Departmelz5equesting them.
Building Dept, Public Worl�s and Utility information at top of page,
failure to notify the correct department may delay your permit from
being issued.
Reviewed By: Date:
Date Contractor Notified:
BuILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Road,Atlantic Beach FL 32233
Office: (904)247-5826 * Fax: (904)247-5845
Job Address: An -we/e X01 Permit Number:
Legal Description
Valuation of Work(Replacement Cost) $
Class of Work(Circle one): Addition Alteration Repair MVv-eF----N
C,rc
Use of existing/proposed structi:4D c A;25i��
ire s)(C le one): Commercial
N/A
If an existing structure, is a fire sprink er system installed?(Circle one): Yes No
Is approval of homeowner's association or other private entity required?(Circle one): Yes No
Describe in detail the type of work to be performed: LtAf::�jb 14
Property Owner Information
Name: im 1��e, Z9 4/7 A' Address:
LZip 1,0AI he 7-5 70 61
State 0 -
city zf6 '4223 3�hone ef
Contractor Information:
Name of Company: - --Qualifying Agent:
Address: city State zip
Office Phone Job Site/Contact Number
State CertificationfRegistration 4 Office Fax
Architect Name&Phone#
Engineer's Name&Phone#
Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or
installation has commencedprior to the issuance ofapermit and that all workwill be performedto meetihe standards ofall
laws regulating constri4ictioninthisjurisdiction. This permit becomes null and void ifwork is not commencedwithin six(6)
months, or if construction or work is suspended or abandonedfor a period 9f six (6) months at any time after work is
commenced I understand that separate permits must be securedfor Electrical Work, Plumbing, Signs, Wells,Pools,
Furnaces,Boilers,Heaters, Tan"andAir Conditioners, etc.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
iherebycerti that I have read and examined this application and know the same to be true and correct JR All ravisions 9f
laws and orlances governing this type ofwork wX be complied with whether specified herein ntin qfa
%Rar
6al law
permit does not presume to give authority to violate or cancel the provisions bf any other D I F E
regulating construction or the performance of construction.
MAR 2 2007
Signature of Property Owner: of Contractor: By-
Swom to and subscribed before me kNjS_W__103M`to and subscribed before me
this Day of /4r this Day of --j
Notary Public: Notary Public:
REVISED 03.05.07
Address and contact information of person to receive all correspondence regarding this application
(please print).
Name: e- C_ 60-0(/c
MailingAddress: 444(inh-c 6epctj , F—L SOD33
Telephone. )y Fax: E-Mail: 6)MW�.o et
I hereby certify that I have read and examined this application and attached documentation and know the same to be
true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether
specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions
of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of
construction or the performance of construction of the property. I understand that the issuance of this permit is
contingent upon the above information being true and correct -and that he plans and supporting data have been or
shall be provided as require
Signature of Owner: Date:
7
AS TO OWNER: 20 61
Sworn to and subscribed before me this day of
State of Florida,County of Duval
Notary's Signature
L GWMW
Nfty pvft-oft d Fbft E] Personally known
COW E*U FO 1114,
[U,4rr—oduced identification
comis 0 W 5`18M Type of identification produced ;P30 0 & 805
W.
Bonded By No*" A]
Signature of Contractor: Date:
AS TO CONTRACTOR:
Sworn to and subscribed before me this day of 20_.
State of Florida,County of Duval
Notary's Signature:
Personally known
F1 Produced identification
Type of identification produced
800 Seminole Road Atlantic Beach,Florida 32233-5445
Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ei.atiantic-beach.fl.us
Page 2 3/25/05
MAP SHOWING BOUNDARY SURVEY OF
LOT 8, BLOCK 1, SELVA MARINA UNIT NO. 9, AS RECORDED IN PLAT BOOK 36. PAGE 20,
OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
CERTIFIED TO:
WILLIAM C. MCKENNA AND DIANE C. READ
WASHINGTON MUTUAL BANK 19TH STREET
STEWART T ITLE GUARANTY COMPANY (60.0' RIGHT OF WAY)
WATSON&OSBORNE TITLE SERVICES, INC. POINT OF INTERSECTION
FOUND 1/2- IRON PPE
LOT 9 NO IDENnFICATION
BLOCK 1
-Its
00
LOT 20 q Ci
so -
N 89*57'19" E 100.00' (PLAT)
BLOCK 1
N 89*57'19" E 100.20' (MEASURED)
FOUND 1/2- IRON PIPE IRON PIPE
ND tDFNTIFXAnON 0_1, A', FOUND 1/2
NO IDENTIFICATION
0.3
LOT 8
X
BLOCK 1
SCREENED.
POOL AREA
40 2' 25.0'
Z
ONE STORY (A
C:) 0
q FRAME 0
0 -1 0
POSTED # 1854 K3
C;
co
> M
M 'S CZ
rn P
LOT 21 to a ICx CO LU 0 C)
>
BLOCK I ATIO 0
a: 0 r—
C) P 0 0 L 10 i� '0 Z M
(0 Z ("i q 0
10
�u
1&0,
> rrl 0 r- C) >
rri >
> >
W
C:
53-0' 25.0'
'ct
FOUND 1/2- IRON PIPE 0.4' -5�T FOUND 1/2- IRON PIPE
NO IDENTIFICATION S 89*55'060 W 100.11' IMFA;LJRFI)) CAP DESTROYED
City of Atlantic Beach
LOT 22 S 89*57*19" W 100.00' PLAT) Planning and Zoning Depart
BLOCK 1
LOT 7 This approval verifles compliance with app"cable
BLOCK 1 zoning, subdivision and other local land
development regulations, but does not constitute
approval for the issuance of permits. Compliance
with Florida Building Code and all other applicable
local, State and Federal permitting requirements
r must be verified by signature of the City of Atlantic
Beach Building ffi to ft/7uance of a
Buflding Permit.
0
NOTES: Toy.
C Development DO wl�-
LEGEND: I Date 'P 7
R - RADIUS X FENCE
L - LENGTH 0 CONCRETE
MAP SHOWING BOUNDARY SURVEY OF
LOT 8, BLOCK 1. SELVA MARINA UNIT NO. 9. AS RECORDED IN PLAT BOOK 36. PAGE 20,
OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
CERTIFIED TO:
REVISED WyLLIAM C. MCKENNA AND DIANE C. READ
WASRINGTON MUTUAL BANK 19TH STREET
/:z 3.101 STEWARTTITLE GUARANTY COMPANY (60,0' RIGHT OF WAY) POINT OF INTERSECTION
WATSON&OSBORNE, TITLE SERVICES, INC. FOUND 1/2- [RON PIPE
NO IDENRFICATION
LOT 9
BLOCK 1
Flo
00
LOT 20 CS
N 89"57'19" E 100.00' (PLAT)
BLOCK 1
N 89*57'19" E 100.20' (MEASURED)
FOUND 1/2- IRON PIPE FOUND 1/2- IRON PIPE
NO LDENTIIFICATION ZoX —V—Y—Y—Y—Y—X 01.4' NO IDENTIFICATION
LOT 8
-BLO�K 1
SCREENED proplyis`941,
POOL AREA
40.2' 25.0'
z
C/)
C3 ONE STORY
0 FRAME
0 POSTED # 1854
0
c;
18.0' 0
C:
m
rq
BRICK 0
LOT 21 ED co 0 > -
!o ATIO 0 r
BLOCK I . -i
o V2 o z: M
P 0 0 L z q 0 C
co
;u
0
r- 0 >
> m >
rr'
c:
rn m
53.0* 25.0'
OX
x
2' 2 FOUND 1/2- IRON PIPE
FOUND 1/2- IRON PIPE
NO IDENTInCATION S 89*55'06" W 100.11- (MEASURED) CAP DESTROYED
LOT 22 S 89*57'19" W 100.00' (PLAT)
BLOCK 1 LOT 7 UPI
BLOCK I
I Nows: ACCEPTED BY:
LEGEND:
R - RADIUS X FENCE
L - LENGTH (---) CONCRETE
CITY OF ATLANTIC BEACH
PLAN REVIEW SHEET Ro6ted4o-�,
Building Department Public Works&Public Utilities Departments
800 Seminole Road 1200 Sandpiper Lane � .�Ca rp-�e�
Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 'U.—Kaluzniak
(904)247-5800 (904)247-5834 Public Safety
(904)247-5845 Fax (904)247-5843 Fax Jax Fire dept.
PLAN REVIEW COMMENTS
Permit Application# 0 7- �7- 3
Property Address Zf-6"/ Ji?&-z7'6 A k6l
Applicant: 1-11 -71
Project: AliW
This permit application has been:
Z---Approved as noted by the Department.
Final application approval must come from the Building Department.
F-1 Reviewed and the following items need attention:
Please re-submit 2-copies of all revisions. Please re-submit your
revisions to the Department requesting_them.
Building Dept, Public Works and Utility information at top of page,
failure to notify the cor t department may delay your permit from
being_issued. /-7
Reviewed By: Date: h
Date Contractor Notified:
CITY OF ATLANTIC BEACH
SHED PERMIT APPLICATION
IS
Date: 3— ) 6-0 7
Job Address: ecxtcL /`Iof 61ocL I ) A4-1aA-fi-c-6ecch, i
j 3DD
0 .
Owner: W'Idiarn C (Y)c Lew keack- Phone: qoVayl—Vq5
Contractor: Phone:
Address: -,1�0 Oak ct� Fax:
City: &each State: FL Zip Code: 20—)J3
Valuation of Proposed Construction:
*Impervious Surface Calculation:
Is approval of Homeowner's Association or other private entity required? If yes,please submit with
this application.
In consideration of permit given for doing the work as described in the above statement,we hereby agree to
perform said work in accordance with the attached plans and specifications which are a part hereof and in
accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein.
Procedure: In order to expedite issuance of permits,please follow all steps and provide all
information as appropriate. Incomplete applications may result in delay in issuance
of permit.
I. Recent Survey—includin2 all existing impervious areas,with calculations showi
percent of lot coverage.
2. Two(2)complete sets of plans.
3. Recorded Notice of Commencement.
4. Tree Removal Application if trees are to be removed or relocated.
5. Comply with 120 mph exposure"C"wind load requirements.
Scheduled Inspections:
Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests
can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following
work day; please specify a.m.or p.m.inspection. When calling in an inspection please have the permit number,
job location and type of inspection needed.
BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. A fee of$35.00
is charged for all re-inspections.
800 Seminole Road -Atlantic Beach,Florida 32233-5445
Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us
Page 1 3J25/05
Address and contact information of person to receive all correspondence regarding this application
(please print).
Name: I/ ow
,yj I tj 0. (0 4-ea q cA, e- (� 60-8
I
Mailing Address: 19W S�;,nc)u Pd , 4"ank- La((L F—L SP:)33
Telephone: rN / -9 Fax:
I hereby certify that I have read and examined this application and attached documentation and know the same to be
true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether
specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions
of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of
construction or the performance of construction of the property. I understand that the issuance of this permit is
contingent upon the above information being true and correct d that the plans and supporting data have been or
shall be provided as require
Signature of Owner: Date: 7—
AS TO OWNER: 20 1� '7
Sworn to and subscribed before me this ro day of
State of Florida,County of Duval
Notary's Signature
GRAHAM
Notary Pubic-sto of Floft El Personally known
Commftft Explimi Feb 14,2010 EU,-Produced identification
Comm
F Type of identification produced �P300
ission#DD 518533
,111P w]n.
Bonded By National Nota Ass
Signature of Contractor: Date:
AS TO CONTRACTOR:
Sworn to and subscribed before me this day of 20_-
State of Florida,County of Duval
Notary's Signature:
F-I Personally known
F� Produced identification
Type of identification produced
800 Seminole Road Atlantic Beach,Florida 32233-5445
Telephone: (904)247-5800 -Fax: (904)247-5845 -hftp://www.ei.atlantic-beach.fl.us
Page 2 3/25/05
Framing Construction Detail - Lean-To Style Shed
Wall Construction:
Pressure treated plate anchored to pre-cast concrete piers buried to grade
Seismic/Hurricane Stud Plate Anchors
2 X 4 studs spaced 16 in on center
Header Detail: 2-2x4's with 1/2" plywood spacer
1/2" exterior grade plywood sheathing
Roof Construction:
Common rafters: 2x4 rafter joined to existing roof rafter 16 in on center
Rafters joined to wall stud with Seismic/Hurricane anchor
Roof sheathing - 2x4x8 1/2" exterior-grade plywood
30-[b. Builder's Felt with asphalt shingles
Metal drip edge w/cedar fascia trim/caulking along drip edge
LLC
C ed a R
LL Lr 0
S d
2 5
FRoNT GLEVATIOJ
McKenna Residence
1854 Seminole Road
Scale 1/4"=1'
Date- 3/13/07
Drawn by: DCR
poo L
OOL
Eaui Pm(w� C)
==-T P-
f
McKenna Residence
1854 Seminole Road
Scale 1/4"=1'
ate: /13/07
Drawn by: DCR
2-cl- x
ce",r
oj
�31OC-- EL&YA-TIW
C4 ID
PA,VER5
VVM4
C'Rk)SI+C-D
&ISE
X
PirecasE
ly, bioCKs
&n'cd 4v ract
pot
7A
FoQMbA—, ioO PLANJ
CITY OF ATLANTIC BEACH
PLAN REVIEW SHEET
Building Department Public Works&Public Utilities Departments
800 Seminole Road 1200 Sandpiper Lane
Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 Kaluzniak
(904)247-5800 (904)247-5834 Public Safety
(904)247-5845 Fax (904)247-5 CEIVED Jax Fire dept.
PLAN REVIEW COMMENTS MAR 2 1 Z007
BY.
Permit Application#
Property Address
Applicant: '77)
Project: 41f-W
This permit application has been:
Approved as noted by the Ow I&' Department.
A Final application approval must come from the Building Department.
Reviewed and the following items need attention:
Provide impervious surface area calculations.
rPlease re-submit 2-copies of all revisions. Please re-submit your
revisions to the Department re
Building Dept, Public Works and Utility information at top of page,
failure to notify the correct department may delay your permit from
being issued.
-7
Y_
Reviewed By:
t4�cf
Date Contractor Notifie
MAP SHOWING BOUNDARY SURVEY OF
LOT 8, BLOCK 1, SELVA MARINA UNIT NO. 9. AS RECORDED IN PLAT BOOK 36. PACE 20,
OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
CERTIFIED TO,
WILLIAM C. MCKENNA AND DIANE C. READ
WASHINGTON MUTUAL BANK 19TH STREET
STEWARTT ITLE GUARANTY COMPANY (60-0' RIGHT OF WAY)
TITLE SERVICES, INC. POINT OF INTERSECTION
WATSON&OSBORNE FOU D 1/2- [RON PIPE
NNO IDENTIFICATION
LOT 9
BLOCK 1
LOT 20 c�cs
N 89'57'19" E 100.00' (PLAT)
BLOCK 1
C!
N 89*57-19- E 100.20- (MEASURED)
FOUND 1/2" IRON PIPE FOUND 1/2- IRON PIPE
NO IDIENTLFICATION z OX v y v—y—y NO ZENTIFICATION
0.3"
LOT..�
BLOC��6-P EENED
"P AREA. k— 25.0'
z cf)
ONE STORY
0 C:) FRAME C)
0 POSTED # 1854
tQt
0
co
0
m c; z
m
341- 2:
BRICK 0 0
LOT 21 LD PATIO CD CD a >
BLOCK I r-
0 z M
P 0 0 L z 0 C
rn
0
zs
r >
> m m >
> >
z
(7
c::
;u X
rn /c) m
0
53-0, 25.0'
c
0. x
FCUND 1/2- IRON PIPE 0.2' O�4' FOUND 1/2- IRON PIPE
NO IDENT11FICAT110N S 89*55'06" W 100.11' (MEASURED) CAP DESTROYED
LOT 22 S 89*57'19'* W 100.00' (PLAT)
BLOCK 1
LOT 7
BLOCK 1
C/U
I NOTES: ACCEPTED BY:
LEGEND:
R - RADIUS —X— = FENCE
L – LENGTH = CONCRETE
Page 1 of I
Carper, Rick
From: dread9@comcast.net
Sent: Thursday, March 29, 2007 12:48 PM
To: Carper, Rick
Subject: Impervious Surface Area for 1854 Seminole Road Shed Building Permit
Rick,
Following is our impervious surface area calculations to accompany the proposed shed plan for 1854
Seminole Road based upon the boundary survey map submitted with our plans:
- Lot size 100.20' x 91.13' x 100.11' x 91.9'
- Impervious areas include pool surface area,house, garage,patio/walk, driveway.
Impervious area- 38.17%
Please let us know if you need any additional information,
Thank you,
William C. McKenna
Diane C. Read
1854 Seminole Road
Atlantic Beach, FL 32233
dread9@comcast.net
Home: 241-5195/Cell: 673-7061
3/29/2007
POOL GWIPMEN-r
POOL- GNCLO�UQE
PRtvACY Fcf\JCE --------
v
T�
-----------------------k
,�joe- t:�_L�VPTI%J r--Levwrfo�j
IMEVISEL
'41011
cKenna Residence
1854 SerninoLe Road
ScaLe'/4--1
Date: 3/13/07
Draw i by: DCR
POOL G6kUiPAAEN-r
.PRIVACY- Fct,\,,ICE
L
77
Is
ELEVATIO�J
McKenna Residence
1854 Seminole Road
Scale 1/4"=1'
Date: /13/07
Drawn by: DCR
A R A G E/7HOUS0
UP
Ro sc�
FT.
AS-
precaS4_ piat'
-blocks
74
Lean-To SLVIe Shed - 1854 SEMINOLE ROAD
90 sq.ft to comply with 120 mph exposure c wind requirements:
Wall Construction: piers
Bottom plate anchored to pre-cast concrete
Seismic/Hurricane Stud Plate Anchors
2 X 4 studs spaced 16 in on center
Header Detail: 2-2x4's with 1/2 11 plywood spacer Si,d X-l'Am�
I/," exterior grade plywood sheathing
Roof Construction:
Common rafters: 2x4 rafter 16 in on center
Rafters joined to watt stud with Seismic/Hurricane anchor
Roof sheathing - 2x4x8 1/2" exterior-grade plywood
304b. Builder's Felt with asphalt shingles A-h.,
Metal drip edge w/cedar fascia trim/cau[king along drip edge
L
+
C?_
pfec Ost Pier
-blocks
)4 74 X —4
Lean-To Style Shed - 1854 SEMINOLE ROAD
90 sq.ft to comply with 120 mph exposure c wind requirements:
Wall Construction:
Bottom plate anchored to pre-cast concrete piers
Seismic/Hurricane Stud Plate Anchors .,I,
2 X 4 studs spaced 16 in on center
:.i..l I
Header Detail: 2-2x4's with 1/2" plywood spacer I.d Pl'.t,A..h.,
1/2" exterior grade plywood sheathing
Roof Construction:
Common rafters: 2x4 rafter 16 in on center
Rafters joined to wall stud with Seismic/Hurricane anchor
Roof sheathing - 2x4x8 1/2" exterior-grade plywood
30-lb. Builder's Felt with asphalt shingles
Metal drip edge w/cedar fascia trim/caulking along drip edge
CITY OF ATLANTIC BEACH
AFFLICATION- FOR FLUVBTNG PERMIT
Date :
4
ON
Street
LOT NO. BLOCK NO.- S/
OWNER _A4
MASTER FLUM. BER
BUI I LDER OR CONTRACTOR d&6ik A6. Bldg.
Fermit-Ii.o..
TYPE OF BUILDING
L
SIPYS ZLAVATORY 7— BATH TUBS URINALS_,?— CLOSETS
FLOOR DRAID�j SHOWERS / WATER HEATERS ' DISHKASHERS
DISPOSALS— OTH8R 41�4;,tl
TOTAL FIXTURES. /0 4 �1 .00 10�
NO WORK MUST BE DOYE UNTII A PERMIT HAS BEEN FROCURED
PLANS AND SIECIFICATIONS must show a plan and description of the
size--and looation of all the sell and vent pipes, and the number and
loeation of all fixtures, (in acoordanse with Ordinanae no. 188 Of
the City of Atlantic Beaoh, Fltjrida) must be shown on bask of appli-
cation and be approved by the Plumbing Inspeotor.
DRA'd PLAN AND SIECIFICATION OF ABOVE PLUMBING ON BACK.
Approved by
Plumbing Inspeoter
Date
(FOR OFFICE USE ONLY)
ROUGH-IN INS1,ECTED RINARYS
FINAL INSFECTION: CERTIFICATE ISSUED:
DEPARTMENT OF BUILDING
CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. 3467
PERMIT TO BUILD
THIS PERMIT MUST BE POSTED ON JOB
Dat,______��112/77 19
Valuation$ Fee $ 10.00
This pertnit 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___f._W_. Fair Plumbing Co.
has permission to build tO inStall I sink, 2 lavatories, 2 both tubs, 2 C
closets, I water heater, I dishwasher, and I washing machi w.
Classification Ren-Wentin'
Owned b
Lot— Block I _S/D SW9
HouseNo.-1854 Sarnin")Ie R.Ioad
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
X
0 Building material, rubbish and debris
z from this work must not be placed in
public space, and must he cleared up
and hatiled away by either contractor
or owner.
'L C. V 09'a I
Building Official.
FOR OFFICE PERMIT
USE ONLY NUMBER DATE CONTRACTOR
PLUMBING
ELECTRICAL
SEWER
WATER
DEPARTMENT OF BUILDING PERMIT NO. 3463
CITV OF ATLANTIC BEACH, FLORIDA
PERMIT TO BUILD
THIS PERMIT MUST BE POSTED ON JOB
-i a � 19 7-1
D--
Fee 94.00
33 000 $
Valuation$ 2-=-=-�
t not slid until above fee has been paid 10 rity Treasurer, and is
This P--1 violation of applicable provi.i .. of 18"*
s�bject to TevoCation for
at A jore
Th;s is to certify th
residenti8l
has permission to buil
S/F [)we n ne
classificatio
owned by At TQ Blok---L—S/D
Lot
asa rzemino
House No. of this permit
plans which are Part ITE FORMS
NOTICF,—ALL CONCRT
According to approved AND FOOTINGS MIUST BE IN-
SpF,CTED BEFORE pOTjR1NG.
MIT VOID Sl�y_MONTHS
PER
AFTER DATE OF ISSUE
1:00 Buildi�g material, rubbish and debris
z ,rvis work must Dot be placed ill
-4 front "space, and must be cleared up
public
and h.jiled away by either contractor
or owner-
R.
Building official-
CONTRACTOR
ERMIT DATE
FOR OFFICE NUMBER
USE ONLY
PLUfABING
ELECTRICAL
WATER
FOR OFFICE USE ONLY
Date_..__/!2 _Zt......1977
Permit #........................Fee --------------
CITY OF ATLANTIC BEACH Valuation ---------------V_ —----------------
------------
FLORIDA House # ------------------------
............ ............
APPLICATION FOR BUILDING PERMIT ........................
Z��" 1/4. /_qo' e'v
-----------------
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the
building or other structure described. This application is made in compliance and conformity with the Building Ordinance of
the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic
Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether
herein specified or not.
The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub-
contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment 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. -77
Date-----V... ------------------------------------------------- 19. .........
'61 7WC-7 I 9i VJO------Telephone No.A.(7-�S44
_L4A A ------------
Owner---r.7 ___--------------------------- - ------------------------------------ -Address------ --- - -----------t_
WA .....". --------Telephone
.................................Address,... -- ---- ---------------------......
Architect----661A
Contractor Builder__2r7/__L__ .......................--Address- -----Telephone No........------------------
Lot NO----------e-----------------------------------Block No-----=-------------------- Sub Division- -----------Zone-----------------
&*Ai(ot...%S
--------------------------Street--------- ---.Side Between- .................and........ ..I------ ------------------
Valuation $...330MAD...For what purpose will building be used- _04onT10A------...Type of construction--- Y 11-C--------------
I------ .0011Y20/1
Dimensions of Building-60-Y,40------------------Dimensions of Lot --------------------------Size of Footings..._ .....-----------
f --------
Size of Piers_ ----------------- -----Size of Sills- - - -----Greatest Sill Span in ft------------------------Type Roo
How will Building be H ated?-a ------------
IM .1 , - - ----------------Will Building be on Solid or Filled Ground?
_ -7 U �----------
4,4 cS - ---------------I Distance on Centers....Z.q..I_01c_................, Greatest Span--------------------------------------------
Size of Ceiling Joists-
Size of Floor Joists- ......--------------------, Distance on Centers- ------- --------------- Greatest Span--------------------------------------------
Size of Rafters-------- Distance on Centers ---------------, Greatest Span----------------------------------------_
This rectangle is to represent the lot.
Locate the building or buildings in the
APPROVED right position. Give distance in feet from
CITy OF ATLOTIC BEA,(it 41 lot-I* es and existing buildings.
141'
BUILDING OFFICE REAR LOT LINE
Two copies of plans and specifications shall 9 1977
be submitted with application. AU G
Inspections required. .1
1. When steel is in place and ready to pour footing. By Z
2. When steel is in place and ready to pour columns an 1n
3. When steel is in place and ready to pour beam.
E-4
4. When framing is completed.
5. When rough plumbing is completed,and ready to cover up.
6. When septic tank drain field or sewer is laid but before it is covered.
7. Electrical inspection by City of Jacksonville.
8. Final inspection.
Note: In case of any rejection,re-inspection MUST be called for after
corrections are made.
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 and specifications, which are a part hereof, and in accordance with the building
regulations of the Cit At ic Be
Signatureof Builder- - --------- - .... . ... .. .............. Address...-------------------- -------------------------------------------------------------------------
Signatureof Owner. .. .... .. ------ Address---................................................................................................
11 CITY OF
4414S4
r
, BeaCA-0;4,.f.
Office Of Building Official
Date REQUESTFOR INSPECTIONP
Time
Received A.M. Permit No.
RM
Job Addre s
Owner's cz
Name Locality ------
BUILDING ContractQr
Framing CONCR E
Re R00fing 0 Footing ELECTRICAL
Insulation 0 Slabi 0 h Wiring PLUMBING MECHANICAL
0 Lintel D Roug EJ_ Rough
0 T-mp Pole' El Top out Air Cond &
Final Sewer Heating - 0
ir Pl. e
Mon. READY FOR INSPECTION Pre Fab c
F a
Tues.
Inspection M a I Wed. Thurs. Friday
Inspect-or A.M.
PM.
inspec lon�
Cu anc
te
CITY OF ATLANTIC BEACH
SS 800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233
'j,
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 04-00027847 Date 3/08/04
Property Address . . . . . . 1854 SEMINOLE RD FIXTURES
Tenant nbr, name . . . . . . INSTALL 10
Application description . . . PLUMBING ONLY
Property, zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
Owner Contractor
--------------------- ---
-- -- ------------- -------
REED/MCKENNA STEEG PLUMBING CO. , INC.
1601 MAIN ST
ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233
(904) 249-5191
--------------- ---- -- -- -----------------------------------------------------
Permit . . . . . . PLUMBING PERMIT
Additional desc - - Plan Check Fee . 00
Permit Fee . . . . 105 . 00 Valuation . . . . 0
Issue Date
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 105 . 00 105 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 105 . 00 105 . 00 . 00 . 00
BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED
Up AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. -FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN
RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS
WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
BUILDING OFFICIAL
CITY OF ATLANTIC BEACH
PLUMBING PERMIT APPLICATION
Property Address: Date: 3—j("'-,q
Owner: r
'm Telephone #:
Contractor: Telephone#:
Contractor Address: //'o,/)/ )V501J., 'Fax#: o�-W—d F3 Y
In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in
accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach
ordinance and standards of good practice listed therein.
InsWlation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing
Code.
Plumbing Type: If other construction is being done on this building or site,
C3 New list the building permit number:
/X Re-Pipe
Number of Fixtures:
Bath Tubs Showers
Closets Shower Pans
Dishwashers Sinks
Disposals Urinals
Floor Drains Washing Machine
13 Lavatory Water
Sewer Water Heaters
Other
Fees
Permit Issuing Fee: $35.00
Total Fixtures: I /— X $7.00 + $35.00
800 Seminole Road -Atlantic Beach, Florida 32233-5445
Phone: (904) 247-5800 - Fax: (904) 247-5845- http:ltwww.cl.atlantic-beach.fl.us
CITY OF ATLANTIC BEACH
AMJ9M9K Egg MW 929=11016
AC00UM!r MD.
DAU 8/11/72
LWATI ON 1854 Semi no I e Ro d
LOT NO. 8
BLOCK No. I SUBDIVISION
OWIMt _6 Tore. I
IWE OF BUSLDING Residential
OSTER PLUPM
DATE
I BY
FIN
popI;p
71,1
77
AK-
C;Ty OF 0m.Amr;C Pam
&nj,r
LIN
IS HERMY K%M FM 3/4" Tap .- *ATM (W-40 XT
r-CU,0WWG AMWSS FOR UNIT(S).
CV7-lim 041W. Cf
No. __L854-5eminole Road
7
LOT 90M. am V I S;am
ACCOWT W).
WsTut
Al Tore,_ Inc.
40 Ocean Blvd.
DATE
MEV No. DATE INSTALLED
dk
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 23275 Address: 1854 SEMINOLE ROAD
Permit Type: SCREEN ENCLOSURE ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book:
Proposed Use: POOL/SPA Lot(s):8 Block: 1 Section:
Square Feet: Subdivision: SELVA MARINA UNIT 9
Est. Value: Parcel Number:
ER
Improv. Cost: 5,000.00
Date Issued: 1/08/2002 Name: MONTAGNA, JULIUS
Total Fees: 53.00 Address- 1854 SEMINOLE ROAD
Amount Paid: 53.00 ATLANTIC BEACH, FL 32233
D00)000-0000
Date Paid: 1/08/2002
Work Desc: SCREEN ENCLO
CONTRACTOLR( 'LdVf"2"t
ATION FEES
53.00
p
FER-OUSON BUILDERS
...............
"itt
TZ
ff—OOT-ING
!RIP
ECTION
NOTICE
.................
FR UST NOT 2
BUILDING MATERIAL M PUBLIC SPACE, AND
--P o,
MUST BE CLEARED UP TO R 9100*Ef t
"FAILURE TO COMPLY
LT IN THE
PROPERTY OWNER PAY1 E
rl:'�,�7' --itt
ISSUED ACCORDING TO APPROVED PLA PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISI NS 6-
Date: 1/08/82 a $53.00 14
ATLANTIC BEACH BOILDING DtPT. CHECKS I Receipt: 002411,41
UNI
DATE
...........
01/0
8/02
; A
THIS 6EATIFICATMISSUMA9A MXTTER OF INFORMATION
PROM"R ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER.THIS CERTIFICATE-DOES NOT AMEND,E)CrEND OR
vniversal Insurancm AogancY Ifte ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
3115 Spring Glen Rd #507 COMPANIES AFFORDING COVERAGE
Jacksonville M 32201
COMPANY
t7nivorsal Insuranoe Aqoncy Inc A Nov& Casualty Company
p.No, 904-39f-S789 FmNo 904-396-34-41--,—
COMPANYY
B Ohio casualty Group/ Wont
rerguson Builders 0WOMPANY
C
Gregory C. rcrgu&Qn d/b/&
217 3rd Street COMPANY
Atle,atio Beach TL 32233
7 7 -77
7
THE POLICY RM
TM a To cERTWY THAT TW POLICES OF pMjRANCE LISTED BELOW I iAVE BEEN ISSUED TO THE wsuRt D N,4MED ABOVE PE
vdw-ATED.NoTMTHSTMAWM N"REQL�NT.TERM OR COND(TKIN OF ANY CONTRACT OR OTHER DockimEmT WITH RESPECT TO WHICH THIS
CERTTFICATE k*AY BE 65SVED OR WAY PERTAIN.THE IINSURANCE AFFOR(:CD BY THE POLICES DESCIUBED KEREJN IS SUBJECT TO ALL THE TERMS,
MLLIBIONS AND ooNonloNS OF SUCH POLICII!S_LIMITS SHOWN MAY mVE BEEN REDUCED VY PAID CLAW.
POLICY EFFECTIVE POLICY EWIRATON umn
00 TYPE OF INSURANCE POLICY NUMBER DATE"MKMfyy) IDATF(IMMM(M
LTR GENERAL AGGREGATE $ 600 000
GENERAL UABIOLITY
A X COMMERCIAL GENERAL LIABILITY 09AL039146 05/13/01 05/13/02 Pw)DUcTS-)wfOP AGG 3600 000
PFAWNAL&ADV 1"RY s300,OOO
CLA"S MADE 1*1 OCCUR EACH OCCAJRRENCr. $300,000
OWNER'S&C40NMACTORS PROT FIRE DAMAGE(Anv orw**) IT 50,000
MED EXP(Arry orw pwwn) IT 10 000
AUTOMOBILE UAWLFTY COMBINED SINGLE LIMIT IT
ANY AU70
ALL OWNED AUT09 BODILY INJURY S
pw owsorl)
SCHEDULED AUTOS
tORED AUTOS WENLY INJURY
(Per wcidenll)
NON-OWN80 AUTOS
PROPERTY DAMAGE
AMONLY.EAA IDENT S
GARAGE LIABILITY OTHER THAN AUTO ONLY:
UMITS
600 00'
"00 00
300,00
300,00
50,C10
10 00
S
AM ONLY-EA ACCIDENT S
ANY AUTO EACH ACCIDENT
AGGREGATE
EACH OCCURRENCE $
EXCESS LIABILITY AGGREGATE $
VMIBRE"FORM S
OTHER T14AN UMBRELLA FORM WC STATU- OTH, i�.
WORKERS COMPENSATION AND TORY LIM" ER
OWPLOYERS LLA&Lrry EL EACH ACCjDGNT
EL DISEASE-POLICY LIMIT I
THE PROPRIETORI
PARTNERS*XFC`VTIVE EL DISEASE-EA EMPLOYEE 5
OFFCM ARE! EXCL
OTHER 10/01/01 10/01/01 $5,000
B Bond 3503613
St. Johns Cty
BERAPFOR OF oPERA-"oN3&57T_*N&vE;oCLEWSPECIAL ITEMS
yAX# 904-247-S84S
;,g
CITYA-1 HOUILD ANY OF THE ABOVE;DESCRIBED POUClEa ee CANCELLED BEFORE THE
EXpIRATION DATE TWFREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAL
10 DAYS WRffTEN NOME 70 THE CERTIFICATE HOLDER NAMED TO THE LfrT.
CITY OF ATLAMIC SMCH OUT FAILURE TO MAIL SUCH NOTICE SMALL IMPOSE NO OBLIGATION OR LIABILITY
goo SEKINOLZ RD. OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES,
ATLAMIC 9ZAcH, rL 32233 NTATIVr
AUTHORIZED REPIRRSEWATIVE
Inc
.. ............
I 'd v4dOS:6 7_00Z-/_0-I
Jan .08 02. 10: 19a Bobb�j Levesque 904-249-7293 P. 1
--- ---------
4n,z-
.'A;k�'STATE
US V
j1jfj1:i4*R L I L ENS I= fil 6
R
09/1 84fz�ao 0 00077 18- r-b -C
0 z 111.
Ths BIJILDIN& CONTRACTOR
. .Namedbelow . IS FRTIFIF-0
Ubd*the MvitJOns A13311ter 4 6 9 FS..
ExPiration daft AUG 3 It 2 0 02-
'4
4�.
-1.7
G0,e
C , K,
GRL ty LAP
AL
7NDIVIOU
317 3RD STREFT
ATLANTIC BEACH- FL 32233 L
G43VE-KNOR CYNTHIA A. HENOERSON
DISPLAY AS REQUIRED By LAw SECRZETARY
04-19-2001
STATE OF FLORIDA
DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY
DIVISION OF WORKERS' COMPENSATION
CONSTRUCTION INDUSTRY CERTIFICATE OF EXEMPTION
FROM FLORIDA WORKERS' COMPENSATION LAW
This certifies that the individual listed below has elected to be exempt from Florida Workers'
Compensation Law.
EFFECTIVE DATE 04/07/2001
EXPIRATION DATE 04/07/2003
EXEMPTED INDIVIDUAL NAME FERGUSON GREGORY C
S.S. 263-74-6759
BUSINESS NAME FERGUSON BUILDERS
FEIN 593401801
BUSINESS ADDRESS 1406 STRAND ST
NEPTUNE BEACH FL 32266
NOTE: Pursuant to Chapter 440.10(l),(g),2 F.S., a sole proprietor, partner, or an officer of a
corporation who elects exemption from the Florida Workers' Compensation Law may not recover
benefits or compensation under Chapter 440.
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address
Date
Heated Square Footage @ $_per sq f t =
Garage/Shed @ $_per sq f t =
Carport/Porch hTv@ $_per sq f t =
Deck $_per sq ft =
Patio @ $_per sq ft = $
��TOTAL VALUATION: $
00() $ /-r
Total 'Valua,tion ist s /,/)Oo
�z I & 0 L) a_ L)
Remairiing Value ss--. per thousand
or thereof
ING FEE $ 33 -
g Fee $.
es @ $15 . 00 $
C"", IT FEE $
FEE
FEE
TER/TAP $
ITAL IMPROVEMENT $
SEWER TAP
4 Ang,
e
TER/T
�- ITAL IMPRO
.Wj.j� T 41
) RADON (HRS) .0050 $
SECTION H PAVING $
HYDRAULIC SHARES $
CROSS CONNECTION $
) SURCHARGE . 0050 C:�—
OTHER $
GRAND TOTAL DUE $
ADDITIONAL PERMITS OR FEES: Mechanical Plumbing
Electric/New Electric/Temp_ ; SwimmingPool
Septic Tank Well Sign Finish Floor Elevation
Survey Other–
CALCULATIONS and/or NOTES:
RECEIVED
jAN 3 2 oro 2
CITY OF ATLANTIC BEACH City of Atlantic Beach
PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERAWng and Zoning
MOVING, DEMOLITIONS
Owner(s) Phone
Job Address-
Lot# Block or Unit# Subdivision
"S'cn
State<se- Q-., C Q 1 13
Contractor en
Address '31-7 5(zz 5 Phone
city hz, kh.�16 &Acd State Zip SZ 7--3
Describe work to be done- _::��e Ic lr—e�j-10b PC>6L
Present use of building
Valuation of Proposed Construction
Proposed use x,7a,01- Ak4_1z!1 iA-rU j
Is this an addition?—�e-3— If yes, what are the dimensions of the added space: �zz X
Will the added area be heated and cooled? IJ12 New electrical (or increase) 90
New plumbing fixtures? New fireplace?—JK—/1 New Heat/AC? do
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 OW ER IS CONTRACTOR.
Date:
Signature of OWNER
Signature of CONTRACTOR Date
STATE OF FLOfjjDA
COUNTYOF Z)(1k1;61-L1—
Sworn to*(or affirmed) and subs.cribed before me this day of 200
AS TO OWNER: Notary's Signature
1200
C2 Personally known
DORIS K.NEALING Produced Identification
MY COMMISSION 0 CC 927794
.EXPIRES:Apr 27,2004 Type of identification produced
1400-3-NOTARY FL Notwy Service&Bonding,Inc.
Sw o m to (or affirmed) and subscribed before me this day of . 200
200
AS TO CONTRACTOR: Notary's Signatu e
DORIC)K.NEALING
My coMWSSION#CC 927794 a--- Personally known
EXPIRES:Apr 27,2004 C1 Produced Identificaton
I-eoo-3-NOTARY FL Notery Service L Bonding Inc.
Type of identification produced
r I L.A. 1961 LAWS MANGO?9014 An
FS 713018 Book 10278 Page 1162
x1f T=Utr1tjCr=ttt
after
"grams W surubcaTs,
nts will be made to cart*ln real
The undersigned hereby Informs all concerned that Improverne
property. and In accordance with section 713-13 of the Florida Statutes, the following information
is stated In this NOTICE OF COMMENCEMENT.
Dowiplion of Property—
--------------
ell
General joiaimion of
AW
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ownoes wwom In 540 of The
fee Skr4A* TOW hokler (if 916w 16n Owrw)
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----A-pwwd of 6wW
Hann of person wkhin he &sle of FIWW4 d"jVwqj 6y Owner upon whm nolkU of Qdw JQQMw" my
In addition to himself. owner designates the following person'to receive a copy of the Lienoes Notice
as provided in Section 713.13 (1) (F), Florida, Statutes, (Fill in at Owner's option),
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SECTION 1,
SCREENED ENCLOSURES
General Notes and Specifications:
1. The following structures are designed to be married to block and wood frame structures of adequate
structural capacity. The contractor/home owner shall verify that the host structure is in good condition and
of sufficient strength to hold the proposed addition.
2. If there is a question about the host structure, the owner(at his own expense)shall hire an architect,
engineer, or a certified home inspection company to verify host structure capacity.
3. Any attachment that exceeds a combined beam length and upright height of 55' shall require site specific
engineering.
4. For enclosures with mean roof heights greater than 0' - 15' use a conversion factor of 0.97 of heights and
spans of the ASDM (Up to Mean Roof Height of 25', after that consult engineer.)
5. The proper structural name for a chair rail or top rail of an enclosure is a girt. Thus the-Lerminology shall be
interchangeable.
6. Screws that penetrate the water channel of the super gutter shall nave ends clipped off for safety of cieaning
gutter and the heaas of screws through the gutter into the lascia shall be caulked.
7. Section 7 contains span tables and the attachment details of pans and composite panels.
3. When using TEK screws in lieu of S.M.S., longer screws must be used to compensate for drill head.
9. SOME LOCAL BUILDING DEPARTMENTS, SUCH A PINELLAS COUNTY, MAY REQUIRE A MINIMUM
WALL THICKNESS OF EXTRUSIONS AND METAL ROOF PRODUCTS, CHECK WITH YOUR LOCAL
BUILDING DEPARTMENT BEFCRE PLANNING YOUR PROJECT.
dnOrTEr, '�5TT<AF Or- 'Few-v-0�-z I-S) r-e0jtK&--0 -ro -6r:� L-oct-c IA ,
70 e �-A I n' I t4 -rAa -7�,e *:rr�j-!5 wAy pe, T,,iE
Tjr0-$-S/Fz-&r--rejZ_ 7ktL- -ro FAc:.jL.17A-Tfi- PF�OMJZ- A-r-r,&C0'64e?4T Wi4r:,4 A, a!t
'60fs FAc-AX 1301ks r40T E)0-,-r.
SECTION 1 SCREENED ENCLOSURES
W PURLINS (TYPICAL)
PERIMETER MEMBER
CABLE CONNECTION
DETAIL 1 (TYPICAL)
TOP RAIL
SCREEN (TYPICAL)
H2 LLJ GIRT(TYPICAL)
m
< Hl CABLE CONNECTION
DETAIL 2 (TYPICAL)
GRADE
K-BRACING
(OPTIONAL)
TYPICAL MANSARD ROOF ELEVATION
NOTE: USE H2 FOR CABLE AREA CALCULATION
L ALUMINUM BEAM
(SEE TABLE 1.1 OR 1.8)
K-BRACING H DIAGONAL ROOF
BRACING (SEE
(OPTIONAL) SCHEMATIC PLAN)
PERIMETER WALL
FRAME SIZE
SCREEN (TYPICAL) 001> (TABLE 1.3 AND 1.4)
ALUMINUM COLUMNS CABLE BRACING
(TABLE 1.3 AND 1.6) sw
GIRT(TYPICAL)
(1"x 2"TYPICAL) SIZE MEMBERS PER
APPROPRIATE TABLES
TYPICAL MANSARD ROOF ISOMETRIC
CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGES.
Lawrence E. Benneft, P.E.
CIVIL ENGINEER-DEVELOPMENT CONSULTANT
P 0.BOX 4368,SOUTH DAYTONA,FL 32121
TELEPHONE(904)767-4774
FAX(904)767-6556
SEAL
PAGE
(g) COPYRIGHT 2000
1-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT,P.E.
SCREENED ENCLOSURES SECTION 1
NOTE:
MINIMUM 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
. ... ........... .. ... ......
2"x 2" MAY BE ROTATED TO
............ ... ...... ...... ......
2.1
x 4" S.M.B.
ACCOMODATE SCREEN
................... ......
................
2"x 5" S.Nt.6.
.. ........
I"x 2" SNAP SECTIONS ......
ATTACH TO 2" x 2"W/
2x 6" &M.B.
#10 x 1-1/2" S. M. S. @ 24" O.C. ................... 77
.................. ...... ...... ......
OR CONTINUOUS SNAP 2" x 7" S.M.B.
............
SECTIONS OR 2"x 3" (4) ....... ...
2"x 8" S.M.B.
SPLINE GROOVE SECTION ......
2" x 9" S.M.B.
BEAM OVERLAP CONNECTION
OR GUSSET C)
C*?
2" x 3" UPRIGHT MUST BE 0
NOTCHED FOR 2" x 2" ROOF =x
PURLINS 00
C?
C)
FASTENER SIZE, NUMBER AND C6 CP CP X
PATTERN (SEE TABLE 1.6) 2 li li b)
U) U) U) i x
!4 ED zo "
x x x IX
0
C"I 04 04 LL
uj
x
04
SUGGESTED SCREW PATTERNS FOR 2" x 4" OR LARGER UPRIGHT
Lawrence E. Bennett, P.E.
CIVIL ENGINEER-DEVELOPMENT CONSULTANT
P.0,BOX 4368,SOUTH DAYTONA.FL 32121
TELEPHONE(9(A)767-4774
FAX(9134)767-6556
SEAL
PAGE
COPYRIGHT 2000 1-11
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT.P.E.
SECTION 1 1 SCREENED ENCLOSURES
CUT BEAMS TO SLIDE OVER EACH OTHER OR 2"x 2" PURLINS ATTACHED
PROVIDE GUSSET (PLATE INSIDE OR OUTSIDE TO BEAM WITH MIN.
BEAM)THE SAME WALL THICKNESS AS BEAM (3)#10 x 1 1/2" SHEET
WALLS & METAL SCREWS
@ @ @
GUSSET PLATE @— @
& @0) 0
TO BE SAME @ 0
THICKNESS AS
BEAM WEB MINIMUM SPACING
(PER TABLE 1 . 6)
TYPICAL SIDE PLATE CONNECTION
CONNECTION (PLATE INSIDE
BEAM)OTHER OR CUT FOR @ & @/(0,
GUSSET PLATE CUT BEAM TO & &
SLIDE OVER EACH @ X &
@ @ @
NOTE: SELECT FASTENER SIZE,
NUMBER AND SPACING
FROM TABLE 1.6
TYPICAL SIDE PLATE CONNECTION - MANSARD ROOF
SPLICE TO BE LOCATED 1/4
TO 1/3 BEAM SPAN AND
d HEIGHT OF BEAM 2 x(d-0.50* STAGGERED EACH SIDE OF
BEAM SPLICE SHALL BE MIN. d-1.00* d-1.00- SELF MATING BEAM
BEAM HEIGHT MINUS 1/2"AND I —I
2 x(d - .50") LENGTH .75" l"MAX,
d-.50
PLATE CAN BE INSIDE OR .75* +I . . . .. . . . 1.MAX.T �
OUTSIDE BEAM OR LAP CUT I
DENOTES SCREW PATTERN FASTENER SIZE, NUMBER AND
NOT NUMBER OF SCREWS TYPICAL BEAM SPLICE DETAIL SPACING (SEE TABLE 1.6)
Lawrence E. Bennett, P.E.
CIVIL ENGINEER-DEVELOPMENT CONSULTANT
P.O+BOX 4368,SOUTH DAYTONA,FL 32121
TELEPHONE(904)767-4774
SEAL FAX(904)767-6556
PAGE (g) COPYRIGHT 2000
1-14 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT,P.E.
SECTION 1 SCREENED ENCLOSURES
STRAP SUPER GUTTER HOST STRUCTURE
SPACING/2 SPACING/2 SPACING/2 -+- SPACING/2
;"-- BEAMSETSPACING BEAMSETSPACING _______4
STRAP LOCATION FOR SUPER GUTTER 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)
ANGLE OR RECEIVING
CHANNEL (SEE SECTION 9
5" SUPER GUTTER 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 GUTTER
Lawrence E. Benneft, P.E.
CIVIL ENGINEER-DEVELOPMENT CONSULTANT
P.O.BOX 4368.SOUTH DAYTONA,FIL 32121
TELEPHONE(904)767-4774
SEAL FAX(904)767-6&%
PAGE @ COPYF�GHT 2000
1-16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E.
SECTION 1 SCREENED ENCLOSURES
(5)#10S-M,S, (MIN.)
00
& & 00
CO
1/8" x 1-1/2" x 8" FLAT BAR
0.135" PLATE OUT ON 45 ANGLE
EYE-BOLT OR TURNBUCKLE FOR co)
CABLE TENSION
STAINLESS STEEL (SEE TABLE)
PERIMETER FRAMING MEMBER
TYPICAL CABLE CONNECTIONS CORNER DETAIL 1
MIN. 3-1/2" SLAB 2500 P S-1.
CONCRETE 6 x 6 - 10 X 10
WELDED WIRE MESH OR
FIBER MESH CONCRETE
0
\4
TYPICAL CABLE CONNECTIONS (cD FOUNDATION DETAIL 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
PAGE (g) COPYRIGHT 2000 IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E'
1-30 NOT TO BE REPRODUCED IN WHOLE OR
SCREENED ENCLOSURES SECTION 1
1"x 2" EXTRUSION ANCHOR POST SIZE 2" x 4" MAX.
TO CONCRETE W/
CONCRETE
ANCHORS WITHIN 6" OF SCREWS OR THRU-BOLTS
EACH SIDE OF EACH POST
AND @ 24" 0 C, MAX. (SEE SECTION 9)
4
44 MIN. 3-1/2" SLAB 2500 P.S.I.
CONCRETE 6 x 6- 10 x 10
WELDED WIRE MESH OR
FIBER MESH CONCRETE
POST TO PLATE TO CONCRETE DETAIL
POST SIZE (SEE TABLE)
1" x 2" EXTRUSION ANCHOR
TO CONCRETE W1 2"x 2" x 0.063" ANGLE EACH
CONCRETE SIDE ATTACH TO POST AND
ANCHORS WITHIN 6"OF CONCRETE @ LOAD BEARING
EACH SIDE OF EACH POST WALL W/(2) MIN. S.M.S. (PER
AND @ 24- O.C, MAX. OR SECTION 9) EACH SIDE
THROUGH ANGLE AND @ 24"
O.C. MAX. ANGLES AS SHOWN ABOVE
MAY BE USED TO CONNECT
MIN. 3-1/2" SLAB 2500 P-S 1. 4 A CHAIRRAILS AND PURLINS
CONCRETE 6 x 6 - 10 x 10
WELDED WIRE MESH OR
FIBER MESH CONCRETE
ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL
1 x 2" EXTRUSION ANCHORTO
CONCRETE W/4PVt4:F--W
CONCRETE ANCHORS WITHIN POST SIZE (SEE TABLE)
6" OF EACH SIDE OF EACH
POST AND @ 24" O.C. MAX.
MIN. 3-1/2" SLAB 2500 P.S.I.
CONCRETE 6 x 6 - 10 x 10
WELDED WIRE MESH OR
FIBER MESH CONCRETE
SIDE WALL POST TO PLATE TO CONCRETE DETAIL
Lawrence E. Bennett,7P.E.
CIVIL ENGINEER-DEVELOPMENT CONSUL TA!NT
�T
P.0,BOX 4368,SOUTH DAYTONA,Fl.32121
TELEPHONE(904)767-4774
FAX(904)767-6556 SEAL
PA6f
@ COPYRIGHT 2000 1-35
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIT-TEN PERMISSION OF LAWRENCE E BENNETT,RE
SECTION 1 SCREENED ENCLOSURES
ALUMINUM FRAME SCREEN WALL
CAP BRICK
1/4"x 6" RAWL TAPPER BRICK KNEEWALL TYPE S
THROUGH 1"x 2"AND MORTAR REQUIRED FOR LOAD
ROWILOCK INTO FIRST BEARING BRICK WALL
COURSE OF BRICKS ALTERNATE CONNECTION OF
SCREENED ENCLOSURE FOR
BRICK OR OTHER NOW
STRUCTURAL KNEE WALL
1"WIDE x 0.063"THICK STRAP @
4- (NOMINAL) PATIO EACH POST FROM POST TO
CONCRETE SLAB W/6 x 6 - FOOTING W/(2)#10 x 3/4" S.M.S.
10 x 10 WELDED WIRE MESH STRAP TO POST AND
OR FIBER MESH CONCRETE (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'-0" M I N. (1)#5 BAR CONT.
BEFORE SLOPE 04 (1)#5 BAR CONT.
cr)
-77 �l /0.4
PUT
TYPE I TYPE 11 TYPE III
FLAT SLOPE/ NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING
0-2"/ 12" 2"/ 12" - l'-1 0" > V-10"
NOTES:
1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE COMBINED BEAM
LENGTH AND UPRIGHT HEIGHT OF THE ENCLOSURE EXCEEDS 55-0"THEN A TYPE 11
t C-< (4
FOOTING IS REQUIRED. COE Mil-JIMUM OV- B/2"T�
-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 FOOTING 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.EL 32121
TELEPHONE(904)767-4774
SEAL FAX(904)767-6556
PAGE
(g) COPYRIGHT 2000
1-42 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E.
SCREENED ENCLOSURES SECTION 1
Table 1.1 Allowable Spans For Primary 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
Hollow Sections 3'-0" 1 4'-0" 1 5--o" 6--o" 1 7'-0" 1 81-01. 91-0.1
Allo able Span"L"
2"x 2"x 0.036" 10'-3" 8'-10" T-1 1 7'-3" 1 6-8- 6'-3" 1 5-11"
2"x 2"x 0.044" 1 V-3" 9'-9" 8'-9" T-11" 7'-5" 6'-11" 6'-6"
12"x 2"x 0.055" 12'-4" 10'-8" 9'-6- 8'-8" 8--l" T-6" T-1"
F2--"--x-3"x 0.045" 14' 10" 12'-11- 11'-6' 10'-6" 9'-9- 9--1" 8'-7-
12"x 4"x 0.050" 20'-4" 17'-8" 15'-9- 14'-5" 13-4- 12'-6"
Tributary Load Width"W"=Beam Seacing
Self-Mating Sections 3'-0'* 4'-0*' 1 ! Allo able Span"L"
2"x 4"x 0.038"x 0.100" 22710' 19'-9-1 17'-8- 16'-2" 14'-11" 13'-11- 13'-2"
2"x 5"x 0.050"x 0.100" 28�4" T47 6- 21'-11- 20'-0" 18'-6- 17-4- 16'-4-
2"x 6"x 0.050"x 0.120" :33'-3" 28'-10" 25'-9" 23'-6" 2 1'-9" 20'-4" 19'-2.
2"x 7"x 0.055*'x 0.120" 3T-4- 32'4" 28,-11" 26'-5" 24'-6" 27-11" 21'-7�
2"x 8"x 0.072"x 0.224" 48'-6" 42'-0" 37'-7" 34'-4" 31'-9" 29'-9" 28'-0"
2"x 9"x 0.072"x 0.224'* bJ'-g" 46*-7" 4 V-13" 38'-0" 35'-2" 32'-11" 31'-l"
2"x 9"x 0.082"x 0.310" 58'-l" 50'4" '= 33'-6-
41'-1
Tributary Load Width"W"=Beam Spacing
Snap Sections Fi 6.-0.. 1 7'-0" 1 8'-0" 9,-0..
Allo able Sp n%*'
2"x 2"x 0.036" 13*-5" 1 V-8" 10'-5" 9'-6" 8'-10" 1 8'-3" 7-9
2*'x 3"x 0.045" 171-1" 14'-9" 13'-3" 12'-l" 1 V-2" 10'-5" -10"
7- 8- 12'-l"
,2"x 4"x 0.045" 201-10" 187-1_' _772' 13- 112'-9"
35' _TT-10- —75-5- �3'
2"x 6"x 0.062" -11' 31--l' 23'-6" 21'-11" 20'-9- 1
39'-11" 34'-7" 30'-11" 28'-3" 26,-2" 24'-6- 23'-l" 1
Example:
If beam spacing"W" 4'-0".
Maximum"L"for a 2"x 4"x 0.038"x 0 100"Self-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.
Purfin spacing shall not exceed T-0" . For beam spans greater than 40'-0"the beam at the
center purlin and one purfin for each 14'-0"on each side of the center pudin shall include lateral
bracing as shown in detail(48'-0")span with purlins at 7'-0' o.c.center purlin and(2)purlins
each side of center purfin need lateral bracing.
Note:
It is recommended that the engineer be consulted on any screen enclosure that spans more
than 55'-0" and as a minimum the upright used for screen enclosures over 55-0"shall be one
self-mating section smaller than the beam section.
Spans are based on 120 M.P H.wind load. Multiply spans/heights by 0.85 for 140 MP.H.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER-DEVELOPMENT CONSULTANT
P 0 BOX 4368,SOUTH DAYTONA,FIL 32121
TELEPHONE(904)7674774
FAX(904)767-6556
SFAi
PAGL
COPYRIGHT 2000 1-43
NOT TO BE REPRODUCED IN WHO[F OR IN PART WITHOUT THE WRIT-TEN PERMISSION OF LAWRENCE E BENNETT P E
SECTION 1 SCREENED ENCLOSURES
Table 1.2 Allowable Spans For Secondary Screen Roof Members
Aluminum Alloy 6063 T-6
For areas with wind loads 120 M.P.H.or less and
Latitudes below 30*North
Sections Fastened To Beams With Clips
Tributary Load Width"W"=Purlin SEacin
Hollow Sections T-0' 1 5'-0" 1 5'--6'
Allowable Span"L"
2"x 2"x 0.036" 91-9" 9'-2" 8'-8" 8'-2" 7' 10" T-6' U-1 1
91-0.1
2"x 2"x 0.0"" 101-10" 10'-1" 9'-6" 8'-7" 8'-3" T-8'.
2'*x 2"x 0.055" 11,-9" 1 0,_1 1" 10*-4" g'-10" 9'-5" 8'-11 8'-4
1 2"x 3"x 0.045" ::::=14�-3" 13'A" 12'-7" 11'-1 V 1 VA" 10'-10" 10'-1
2"x 4"x 0,050" 8-3' 17'-2- 16-A' 15'-6" 14--1 1" 13'-()"
Tributary Load Width"W"=Purlin Spacing
Snap Sections X-0 . 1 5'-0" 1 5'-67-F—6'-0- f T-O"
Allowable Span"L"
2"x 2"x 0.036 ff:� 10'-9" 1 10'-3" 1 9'-10- 1 9`1
2"x 3"x 0.045" 16'-4- 1 15'-3- 4' 5- 13'-8-
2"x 4"x 0.045"
Sections Fastened Through Beam Webs Into Screw Bosses
6—dWidth"W"=Pu lin pacing
Hollow Sections T-0' 6" T-0"
Allowable Span"L"
2"x 2"x 0.036" 1 1'-1 J" 11'-3" 10'-7� 10'-0" 9'-7- 9'-2" 8'-6"
2"x 2"x 0.044" 13'-3" 12'-4" 1 V-8" 11'-1" 10'-7" 10'-l" 9'-4"
2"x 2"x 0.055" 14'-5" 13'-6" 12'-8" 12'-l" 1 V-6" 1 0'-j 1" 10'-2"
2"x 3"x 0.050" 17'-5" 16'-4" 15'-4" 14'-7" 13'-11 13'-4" 12'-4"
J-2"x 4"x 0.050" 23'-10" 22'-4" 21'-1" 19'-11" 19'-0" 87-3"
Tributary Load Width"W"=Purlin 9pacing
Snap Sections —3--0" 4--0- 1 4'-6" 1 5'-U-. 1 5'-6" 1 6'-0" T-0"
Allowable Span-L" 1 V-2"
2"x 2"x 0.036" 15'-9. T-14'-9" 1 13'-11 7" 12'-0"
Using screen panel width"W"select upright length"H".
For span"L"of purlin;use purlin spacing.
Spans are based on 120 M.P.H.wind load Multiply spans/heights by 0.85 for 140 M.P.H.
Example:
If purlin spacing = 5'-0";
Allowable'W"or span for purlin 2"x 4"x 0 050" Extrusion FI-91-1 1-9
Lawrence E. Bennett, P.E.
CIVIL ENGINEER-DEVELOPMENT CONSULTANT
P.O.BOX 4368 SOUTH DAYTONA,FL 32121
TELEPHONE(904)7674774
SEAL FAX(904)767-6556
PAGE @ COPYRIGHT 2000 ENCE E.BENNETT.P.E
1-44 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWR
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'.0" 1 4'-0" 1 5'-0" 1 6'-0" 7'-0" 1 8--0- g.-O'.
Allowable Height"H"
2"x 2"x 0.036" T-6- 6'-6" 5'-10" 5'-4" 4'-11" 4'-7" 4'-4"
2**x 2"x 0.044" 8'-3" T-2" 6'-5" 5'-10" 5'-5" 51-1. 4'-9"
2"x 2"x 0.055" 9'-0" 7'-10" 6'-11 6'-5- 5'-11" 5'-6- 5'-2"
2"x 3"x 0.045" 10'-11" 9'-5" 8'-5- T-9" T-2- 6'-8" 6'-4-
2"x 4"x 0.050" 14'-11" 12'-11" 1 V-7" 10'-7" 9'-9" 9'-2-
Tributary Load Width Upright Spacing
Self Mating Sections 3'-0" 4'-0" 5'-0" 1 6'-0- 7'-0" 1 8'-0- 9'-0"
Allowable Height"H"
2"x 4"x 0.038"x 0.100" 16'-9" 14'-6" 17-11" 1 V-10" 10'-11" 10'-3" 9'-8"
2"x 5"x 0.050"x 0.100" 20'-9" IT-11' 16-1" 14'-8" 13'-7" 12'-9" 11*-11"
2"x 6"x 0.050"x 0.120" 24'-5" 21'-2" 18'-11" 17*-3" 15'-111" 14'-11' 14'-l"
2"x 7"x 0.055"x 0.120" 27'-5" 23'-9" 21'-3" 19'-5" IT-1 1" 16'-9" 15'-10.
2"x 8"x 0.072"x 0.224" 35'-7* 30'-10" 27'-7" 25'-2" 23'-4" 21'-10' 20'-7"
2"x 9"x 0.072"x 0.224" 39'-6" 34'-2" 30'-7" 27'-11" 25-10" 24'-2" 22'-9"
2"x 9"x 0.082"x 0.306" 42'-7" 1 36'-11" 33'-0" 1 30'-2" 2T-1 11'1 26'-l' 24'-7"
Tributary Load Width Upright Spacing
Snap Sections T-0" 1 47;7-T5'-O" 1 6'-0- 7'-0" 8--0- 9'-0"
Allowable Height"H"
2*'x 2"x 0.036" 9'-10" 8'-7" T-8" 6-111" 6'-6- 6'-1 5'-8-
2"x 3"x 0.045" 12'-6" 10'-10" 9'-8" 8'-10" 8'-2' T-13" T-3'
2"x 4"x 0.045" 15'-4" 13'-3" 1 V-1 0" 10'-10" 10'-0" 9'-5' 8'-10"
2"x 6"x 0.062" 26'-4" 27-110" 20'-5" 18'-8" 17'-3" 16'-2" 15'-3"
2"x 7"x 0.062" 29'-4' 25'-5" 22'-8" 20'-9" 19'-2" 17'-11' 16-111
Using screen panel width"W"select upright length"H".
Spans are based on 120 M P.H.wind load.Multiply spans/heights 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"for a 2"x 4"x 0.038"x 0.100"Self Mating Beam
Lawrence E. Bennett, P.E.
CIVIL ENGINEER-DEVELOPMENT CONSULTANT
P.0 BOX 4368,SOUTH DAYTONA,FL 32121
TELEPHONE(904)7674774
FAX(904)767-6556
SEAL
PAGE
COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E 1-45
SECTION 1 SCREENED ENCLOSURES
Table 1.4 Allowable Spans For Secondary Wall Members (Girts)
Aluminum Alloy 6063 T-6
Sections As Horizontals Fastened-To Posts With Clips
Tributary Load Width
Hollow Sections 150' 4.00' 1 4.50' 1 5.00' 1 5.50' 6.00' 1 7.00'
Allowable Length"W"
2"x 2"x 0.036" T-2" 6'-9" 6'-4- 670-'--r-5�-9" 5-6- 5-1-
2"x 2"x 0.044" 7'-11" 7*-5" 6'-11" 6'-8' 6'-4- 6--l' --7-
2"x 2"x 0.055" 7'-7" . 7'-3" 6-11" 6'-7" 6-1
'_g. '_ -
2"x 3"x 0.045" 10'-5" 9'-9" 9'-2" 8'-9" 8'-4" 7'-11' 7'-5"
2"x 4"x 0,050" 14'A" 13'A" 12'-7" 11'-11" 1 V-5- i n,-1 I" 10'-I"
Snap Sections Allowable Length"W"
2"x 2*'x 0.036" 8'-10" 1 8'A" 1 T-1 1" 1 7'-6" T-2" 6'-8"
Sections As Horizontals Fastened To Posts Through Side Into Screw Bosses
— Tributary Load Width-r---Oo—' T 7.00-
Hollow Sections 3.50' 1 4.00' 1 4.50' 1 5.00' 1 5.5W 6
Allowable Length"W"
-P-x—2"x 0.03V'--- 8'-10" 8'-3" 7'-9" T-4' T-0" , 6'-9- 6'-3"
2"x 2"x 0.044" 91-8. 91-11. 8'-7" 8'-l" T-9" 6'-10"
2"x 2"x 0.055" 10'-7" 9'-11" 91-4- 8'-10' 8'-5- T-6'
-T�-x—3"x 0.045. 12'-9 1 j'-j J" 1 V-3" 10'-8" 10'-2- 7-9-
-11" ITA" 17-5
2"x 4"x 0.05V- 17'-6" 16'-5" 15'-5- . 14'-8- 13
Snap Sections Allowable Length"W"
2"x 2*'x.0.036.. 11--7- 10'-2" 9'-8"
Maximum girt spacing is 7'-0'o.c.Thus with chair rail or girt @ 2'-6"the maximum wall height
without additional girt is 9'-6"
Using screen panel width"W'select girt lengths.
Spans are based on 120 M.P.H.wind load Multiply spans/heights by 0 85 to obtain spans/heights
for 140 M.P.H.
Example:
If horizontal tributary load width=4.-0. 7'-5"
Maximum"W"for a 2"x 2"x 0.044"Hollow Section fastened with clips
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
PAGE @ COPYRIGHT 2000 MISSION OF LAWRENCE E.BENNETT,P�E.
1-46 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PER
SCREENED ENCLOSURES SECTION 1
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Lawrence E. Bennett, P.E.
CIVIL ENGINEER-DEVELOPMENT CONSULTANT
RO.BOX 4368,SOUTH DAYTONA,FL 32121
TELEPHONE(904)7674774
FAX(904)767-6556 SEAL
PAGE
COPYRIGHT 2001 1-47A
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E.
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
2233-Tel-. 247-5826- Fax: 247-5877
800 Seminole Road-Atlantic Beach, FL 3
ELECTRICAL PERMIT
PERMIT INFORMATION LOGA I 1UN I RNIATION
Address: 1854 5F-MINULt: ROAD
ATLANTIC BEACH, FL 32233
Permit Number: 23462
Permit Type: ELECTRICAL Township: Range: Book:
Class of Work- ADDITION Lot(s): Block: Section:
Proposed Use: SINGLE FAMILY Subdivision:
Square Feet: Parcel Number:
Est. Value: QWNLK INFORMATION
Improv. Cost: Name: f-URLWAN
Date issued: 2/12/2002
Total Fees: 35.00 Address: 1854 SEMINOLE ROAD
Amount Paid: 35.00 ATLANTIC BEACH, FL 32233
Date Paid: 2/12/2002 Phone: (000)000-0000
F– Work Desc: W111 �S�WIM�MING POOL N FEES
APPLICATIO
TRACTOR S .00
A ECTRICAL
W
K
2R.
Z4=
A,, ......
PECTION
a
NOTICE- I
SPACE,
V-9
AND
LIC
BUILDING MATERIA
MUST BE CLEARED U.
AE:f- , -
---ftl I IN THE
"FAILURE TO COMP
PROPERTY OV-
ISSUED ACCORDING TO APP 0 AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICARI F
Oper: CHERYLE Type: OC Drawer: I
Date: 2/12/02 81 Receipt no: 33755
14 PERMITS-DOILDING 1 $35.00
Trans number: 787360
A NTI, BEACH BUILDING DEPT. CK-CHECKS— 1.839
Trans date: 2/12/92 Time: 16:56:01
CITY OF ATLANTIC BEACH, FLORIDA
FOR ELECTRICAL PERMIT
A APPLICATION
J
TO THE CHIEF ELECTRICAL INSPECTOR: DATE:
IMPORTANT NOTICE:
IN CONSIDERATION OF PERM17 raIVSlq FOR DOING THE WORK AS DESCRIBED iN THE FOLLOWING, WE
c c IONS,
hEREBY AGREE '1'0 PERFORM SAID WORK IN ACCORDANCE W—F H 7HE ATTACHED PLANS AND SPECIFI AT
WKCH ARE A PAF�T HEREOF, AND IN'ACCORDANCE 'WITH,THE ELECTRICAL REGULAT)ONS, CODES AND UTY OF
ATL�NTIC BEACH ORDINANCES.
/t� c I y-I 'c_
ELECTRICAL FIRM' '\I MA.5TER EiAljirmm,��Nsi r4,ATIJR5 IQ_UBNtlMAN
ADD13EM: Z9 0 kG)� RFD-SOX-
NAME Z__V-r"4A- 13-m_ - j
BLDG-SIZE BETWEEN.
R F-S. AFT. comm. ( PUBLIC ( INDUS. NEW I OLD REW.
ADDITION ( I TRAILER TEMP. i -SIGNS ( ) -- SCL FT.
SERVICE. NEW INCREASE REPAIR FEE
CCHOUCTOR SIZE AMPS COPPER I ALUNILL
Ps VOLT
SWITCH OR BREAKER AM RACEWAY
DUST.SERV.SIZE AMPS PH T-.f, W VOL7 RACEWAY--
140. SIZE ------- F__ - -
FEEDERS NO. SIZE No. SIZE
CONCEALED j 70TAL
LIGHTING OIJITLM
CONCEALE OPE
RECEPTACLES Z�� I TOTAL
Am.v
SWITCHES
INCANDESCENT
FLUORESCENT &M.
BELL TRANSF.
AIR H.P. RATING H.P.RATlNC
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL IHEAT�l I___KW-HEAT I
ov
I X E i PHSI
Hq- VOLTAG
CITY OF
.Cis-
office of Builcling Offi ial
REQUEST FOR INSPECTION,
Permi 0-
Date ...... <
Time P.M.
Received
L/ ality
Job Address
Contractor MECHANICAL
owner's L PLUMBING cond. &
Narne IN�—����E�LECTRICA Air
NCR Rough
, , Rough Wiring 0 Heating
BUILD 0 Footing .0 Temp Pole El Top Out 0 Fire Place
Framing Slab Zl— �D sewer Pre Fab
Fie Roofing E01 Lintel Final
insulation 03
READY FOR INSPECTION Friday-------
TU We ThurS
Mon. P.M.
Final inspection El
Inspection,Made �*W Certificate of occupancy 0
inspector_ ,?-
Date
CITY OF
Be=,4-0;&".44
office of Building official
REOUEST FOR INSPECTI:
Date 2- M Permit No,
Time
Received
/V
Lo^
Job Add s
owner's Contractor
N MECHANICAL
UIL CONCRETE ELECTRICAL PLUMBING
BUILDING 0 Rough [I Air Cond. &
oting 0 Rough Wiring 0 Heating
0 Fo� I [] Top Out
,_� g
Re Roofing Slab D Temp Pole Ej Sewer [I Fire Place El
insulatii n Lintel D Final Pre Fab
READY FOR INSPECTION A.M.
Mon. Tues. (:�We:d3. Thurs. Friday
_-A_-W
inspection Made Final Inspection El
lnspector�� Certificate of occupancy Ej
Date .2-- /4;�teq/
CITY OF
4&,0& Be=4-0;&UC&
office of Building official
REQUEST FOR INSPECTION 33 V
Date Permit No.
A
Time,ved M 0- CL
Received 11-en
541
ality
owner's X7ss- Contractor
Narne C�E�XEC�TRICAL PLUMBING (-EECHAN:1CA:LD
on
C--n—ILDING�) CONCRETE F, Rough 0 Air n &
1--r-ra-m—ing Footing 0 Rough Wiring Top Out D Heating
Slab 0 Temp Pole 11 - Fire Place
Re Rooting Lintel 1� Final 0 Sewer Pre Fab
Insulation READY FOR INSPECTION �A M.
Wed. Thurs. d�ay P M.
Mon. T A M
Inspection Made P.M.Final Inspection El
Inspector Certiticate of occupancy
Date
CITY OF
e.,CA-
office of Building Official
REQUEST FOR INSPECTION
Date ��91— Permit No.
Time (S—P -
P.M.
Received --------
LOCaffl
j Add
owner's Contractor
Name C CRETE LECTRIC > PLUMBING MECHANICAL
BUILDING [j Rough El Air Cond. &
o Footing 0 (�oug�Wiring Top Out Heating
Framing El Temp Pole Fire Place El
Re Roofing 0 Slab 0 Final Sewer Pre Fab
insulation 11 Lintel READY FOR INSPECTION A.M.
?06 Wed. Thurs. Friday
Mon. Tues. A.M
P.M.
lnspection�Made -�3 Final Inspection
Inspector Certificate of occupancy Ij
Date
CITY OF 4-4y,7-435
Beack-0;&U'd4 �6e�
Office of Building o ial
V REOUEST FOR INSP ION
Date A.M Permit No.
M
Time M
Received 0
ocali
Job Addr s
C69
Owner's Contractor
Name PLUMBING MECHANICAL
--R CONCRETE ELECTRICAL Air Cond. &
17 ough Wiring 0 Rough ting
Footing — R, Hea
�F-mlng slab Ternp Pole Top Out Fire Place
Sewer
Re Roofing Final Pre Fab
insulation Lintel READY FOR INSPECTION A.M.
Tues. Wed Thurs. Friday
A.M
0a, P.M.
Inspection Made Final Inspection
lnspector--� Certificate of occupancy
Date -----------
CITY OF
BearA-
office of Building official
REQUEST FOR INSPECTION
Permit No.
Date --------
4L
Time PM'
Received oaa6
Loc t�Y�
Job Address
owner's Contractor
Nam ELECTRICAL PLUMBING MECHANICAL
UILDING CONCR TE Rough Wiring D Rough Air Cond. & 0
Footing o Top Out Heating 0
aming Fire Place
Re Rooting 0 Slab Temp Pole 0 Sewer
insulation El Lintel 0 Final Pre Fab
READY FOR INSPECTION A.M.
Tues. Wed. Thurs. Friday
A.M.
(pry P.M.
inspection Made Final inspection El
cy
inspector Certificate of occupan 7?1
rl A
Date
CITY OF q
4&4rlM& Be4WA-0;&Wj4
office of Building official
REQUEST FOR INSPECTION
Date ermit No. 090
Time A; —
Received 0
L
LOcality
Owner's Job jAddr8s Contracto
Name PLUMBIN MECHANICAL
BUILDING CONCRET ELECTRICAL
11 Rough Wirir
Footing Ig D Rough 0 Air Cond.&
Framing 11 Temp Pole [I Top Out E] Heating
Re Roofing F-1 Slab F1 Sewer C3 Fire Place
Insulation Lintel Ll Final Pre Fab
READY FOR INSPECTION A M
Thurs. (=Friday
Mon. Tues. Wed.
A.M.
Inspection Mad PM Final Inspection
InsPe r— ccupancyll
Date
CITY OF
/3e44:.,4-99&uA4
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No. C;
Time
A.M.
Received RIM.
0 0—CL
Job Addr Localit
Owner's
Name `8 +-Y�
Contractor
BUILDING CONCRETE ELECTRICAL �A�MBIN� MECHANICAL
.0
Framing 11 Footing 0 Rough Wiring El ou 0 Air Cond. &
Re Roofing 0 Slab 1-1 Temp Pole El Top Out E Heating
Insulation Lintel D Final El Sewer F- Fire Place
Pre Fab
READY FOR INSPECTION
Mon. Tues. Wed. Thurs. (:!r d�ay
Inspection Made PM.
Inspector, Final Inspection E.
Certificate of Occupancy F--
Date
ffv,�� Per---40 CITY OF
eJa 14&a4a Beack-99&
Office of Building Official
C,
REQUEST FOR INSPECTION'-�
-S
Date Permi 0.
A.M.
Received P.M.
Time
i dress
Owner
Name Contractor
,-�UIL iNG )l CONCRETE PLUMBING MECHANICAL
Footing Rough 0 Air Cond. & C
Top Out 0 Heating
Re Roofing Slab D Fire Place 1-1
Insulation E Lintel 7 Final 7- Sewer Pre Fab
READY FOR INSPECTION
Mon. Tues. Wed. Thurs. Friday
ICE) A.M.
Inspection Made Final Inspection El
C
Inspector ertificate of Occupancy El
Date2— -/5 -4Y
CITY OF ATLANTIC BEACH, FLORIDA
lql?,l 0
Appro�*d by APPLICATION FOR ELECTRICAL PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: D A T E: 19
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 AWORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
%Lul 60� M79e
ELECTRICAL FIRM: MASTER ELICTRICIA IGNATURE JOURNEYMAN
N AM E RE SS; 11/2 hwFD-BOX-
BLDG. SIZE BETWEEN:
RES. ( APT. ( I comm. ( PUBLIC INDUS. NEW ( OLD ( 4---REW.
ADDITION ( ) TRAILER TEMP. ( SIGNS ( ) SQ. FT.
SERVICE: NEW ( INCREASE ( REPAIR FEE
CONDUCTOR SIZE AMPS COPPER ALUM. (
SWITCH OR BREAKER AMPS PH W VOLT RACEWAY
EXIST. SERV. SIZE la6c) AMPS P H 5 W AtX 0 L T RACEWAY
FEEDERS NO. SIZE INO. SIZE I NO. SIZE
LIGHTING OUTLETS CONCEALEDI OPEN TOTAL
RECEPTACLES CONCEALED OPEN I TOTAL
.30 AMPS, 100 AMPS.
SWITCHES
INCANDESCENT
FLUORESCENT & M. V.
FIXED 0.100 AMPS OVER 3F.
APPLIANCES
AIR H.P. RATING H.P. RATING
CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT
0-1 OVER
MOTORS H.P. VOLTAGE PHS NO. I li-P. VOLTAGE ---- PHS
n /9
MISCEL�ANEOUS
od"-Ao7m
If- L/v I t4l.,I 0r— v—f f 77
TRANSFORMERS: UNDER 600 V. OVER 600 V.
4
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826- Fax: 247-5877
ELECTRICAL PERMIT
Permit Number: 19960 1dress: 1854 SEMINOLE ROAD
Permit Type: ELECTRICAL ATLANTIC BEACH, FIL 32233
Class of Work: REMODEL Township: Range: Book:
Block: Section:
Proposed Use: SINGLE FAMILY Lot(s):
Square Feet: Subdivision:
Est. Value: Parcel Number:
1,1 Wr,-§Wl
Improv. Cost:
Date Issued: 4/26/2000 Name: GURNELIUS, MARGARET J.
Total Fees: 25.00 Address: 71 19TH STREET
Amount Paid: 25.00 ATLANTIC BEACH, FIL 32233
Date Paid: 4/26/2000 Phone: (904),249-9706
Work Des I FOR KITCHEN REMODEL.,RELOCATE SWITCHES, MISC LIGHTING
BROOKS & LIMBAUGH PERMIT 25.00
T
A',
ROUGH ELECTRIC FINAL ELECTRIC
-5
NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND
MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
"FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY
OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
$25.80 14
Date: 4/27/N 01 Receipt: 0853041
CHECKS 12914
�C—H NINN32218N
ATLANTIC BEA UILDI EPT._
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877
Seminole R4
P IT INFORMA'
0 Z
0
PLUMBING PERMIT
ERMIT INFORMATION LOCATION INFORMATION
r
PPermitNumber: 21520 Address: 1854 SEMINOLE ROAD
Permit Type: PLUMBING ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book:
Proposed Use: SINGLE FAMILY Lot(s): Block: Section:
Square Feet: Subdivision:
Est. Value: Parcel Number:
Improv. Cost: OWNER INFORMATION
Date Issued: 2/27/2001 Name: CORNELIUS, MARGARET J.
Total Fees: 25.00 Address: 71 19TH STREET
Amount Paid: 25.00 ATLANTIC BEACH, FL 32233
Date Paid: 2/27/2001 Phone: (904)249-9706
Work Desc: Re-Place Water Heater
CONTRACTOR(S) APPILICATION FEES
B & G PLUMBING PERMIT 25.00
Inspections Required
FINAL
NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC
SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
$25.0014
ATLANTIC BEACH BUILDING OFF4. Date: 2/27/01 �2 Receipt: 0037855
CHECKS
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
JOB LOCATION : ikEq
OWNER OF PROPERTY :
PLUMBING CONTRACTOR RK 1pi-U"A d I A)_�: Q 0,
CONTRACTOR' S ADDRESS : iJ997 4-EAC14 Ifi-VA) F ja a"a
STATE LICENSE NUMBER: dA�6,22_Mr _?i —TELEPHONE '
HOW MANY OF THE FOLLOWING FIXTURES INSTALLED
SINKS SHOWERS
LAVATORY ' WATER HEATERS
BATH TUBS -DISHWASHERS
URINALS —DISPOSALS
CLOSETS -WASHING MACHINE
FLOOR DRAINS SHOWER PANS
OTHER
TOTAL Flk'ftJRES ' 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 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
PRIOR TO COVERING UP - ( 904) 247-5834
CITY OF
4&4r6a&
office of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Time A M
Received
Job Address Locality
Owner's
N Contractor —W4
UILDING CONCRETE ELECTRICAL PWMBING MECHANICAL
0 Footing El Rough Wiring E:i Rough E Air Cond.&
Re Roofing 0 Slab E Temp Pole El Top Out [I Heating
Insulation 0 Lintel 0 Final Sewer 0 Fire Place El
Pre Fab
READY FOR INSPECTION A.M.
7, A M.1
,?O,o Thurs. Friday
Mon. Tues. Wed.
AM.
inspection Made Final Inspection 70
Inspector Certificate of Occupancy El
cPV7-13 Date
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
8W SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826 FAX: 247-5877
P rm ZOLIVU CATI I ---' MATION
Permit Type: SWIMMING POOL Ad
10D4 Z->tM1NOLE ROAD ---
Class Of Work: NEW ATLANTIC BEACH, FL 32233
Proposed Use: POOL/SpA Township: Range: Book:
Square Feet: Lot(s):8 Block: 1 Section:
Est. Value: Subdivision: SELVA MARINA UNIT 9
Improv. Cost: 14,000.00 Parcel Number:
Date Issued: 11/30/2001 OWNM I '11i li��! :Ii;i �111I J, �r
�tURMATION
Total Fees: 120.00 Name: MONTAGNA, JULIUS-----
Amount Paid: 120.00 Address: 1854 SEMINOLE ROAD
Date Paid: 11/30/2001 ATLANTIC BEACH, FL 32233
SWIMjil 11,�1:3 poo
lesc. (000)000-00
0-
120�00
7
W711
.I ........
2-' RN
I;UVER UP
low
NOTICE
REQUE��LEAST 24 HOURS P
R TO TION
BUILDING MATERIAL R
USM4
FROM THI&WORK
MUS
MUST BE CLEARED 6P T NOT EW�PLACED INPUBLIC SPACE,AND
y BY
_R4PWNER
�x
"FAILURE TO COMPLY
R LT IN THE
"ROPERTY OWNER PAY1
...........
SSUED ACCORDING TO APPROVED P
RMIT AND SUBJECT TO REVOCATION
'OR VIOLATION OF APPLICABLE PROVISION
AT;NT�IC�BEAC`H B IL
Date: 12/03/01 @1 Receipt: @615je 6
CHECKS
..--100003221@98
REC '
PITY OF ATLANTIC BEACH NOV 2 9 2UU1
APPLICATION FOR POOL PERMIT�':v oir AAdaiitic Beack�
Job Address
Lot # Block
__L__S ubdivi s ion 5&-ol NqR"g# (),q
Owner
7-46AJA
Address
Contractor
Address 1,7,1D
License Number
Valuatiol, $ 040 Gallons
S"TE PLAN
front.
U)
rear
Signature Owner
41:�,' Date
Signature Contractor
— --------—Date
CITY OF ATLANTIC BEACH
PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS
DEMOLITIONS
Owner(s) : Jpj-105-- M0A1rq,-,14A
Address : lj!�6
Phone:
Lot # Block or Unit # Subdivision: -'!�&I-tI4 M49i,14
Contractor:--9n,J,4r-1,3,C ?a2t=L-Jac�
State License
Address:---Z210 &Vb,
�4. Phone No: 7-1.313
3zZ44-
Describe work to be done:— :!!5L&jtf-M1NJ6, PDOL- KbDITIO&S
Present use of building: -
Valuation of Proposed Construction: C�60
Proposed use:
Is this an addition? �E:-6 If yes, what are the dimensions of
the added space: -ft . X :4-9 f t Will the added area
be heated and cooled? Afo New electrical (or increase)? \165
New plumbing fixtures?_ New fireplace?_New Heat/AC?
SUBMIT Wdu COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY,
ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR
AFFIDAVIT, IF OWNER IS CONTRACTOR.
Signature OW
NER: Date:
Signature CONTRA4/oRj�.--e
Date:
License Supplied:
Liability Insurance:
Worker's Compensation Insurance:
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Stap-Cleap I F" Cartridge Filters
Single Locking Knob securely fastens filter head to tank, eliminating
clamps or bolts.
Filter Head provides easy access to cartridge element.Attractive and
durable,the head may be rotated to conveniently position pressure
gauge and manual air relief valve.
Heavy-Duty Filter Tank injection molded of high strength Duralon"
for dependable,corrosion-free performance.
Automatic Air Relief purges any trapped air during filter operation.
Cartridge Element is engineered of high-quality reinforced polyester
with gasketed molded end caps for maximum efficiency, easier cleaning
and longer life.
Molded Center Core incorporating unique "Waffle-Pattern Design"
allows for maximum flow and provides extra strength.
Elevated Filtered Water Collector and Debris Sump prevents
accidental by-pass of heavy debris to pool or spa when cartridge is
removed for cleaning.
V/2"or 2"FIP,or 2"Socket Connections for plumbing versatility.
'/2"FIP Filter Drain Valve provides fast draining for elevated spas and
tubs.Also accepts standard spigot valve.
Specifications—Star-Clear 11 Cartridge Filters
FILTER TYPE: Cartridge element:75,100 and 150 sq.ft.
FILTER TANK: Injection molded Duralon"
FILTER ELEMENTS: Reinforced Polyester
PERFORMANCE RANGE: 1/2 TO 3 HP(75 to 150 GPM)
DIMENSIONS: C-800-29'/2' H x 13' W(749 mm x 330 mm)
C-1 100-35'/2* H x 13' W(902 mm x 330 mm)
Al
C-1 500-47" H x 13' W(1194 mm x 330 mm)
Performance Data U
MODEL EFFECTIVE DESIGN TURNOVER(GALS.)
NUMBER FILTRATION AREA FLOW RATE 8 Hr. 10 Hr. EASY TO CLEAN CARTRIDGE ELEMENTS.
Hayward cartridges have extra dirt-holding
C-800 75 sq.ft. 75 GPM 36,000 45,000 capacity and are engineered of durable,high-
quality materials to last for years with only
C-1100 100 sq.ft, 100 GPM 48,000 60,000 minimal care Simply remove the cartridge
element and hose off with Hayward's EC-2024
C-1 500 150 sq.ft. 150 GPM* 72,000 90,000 Jet-Action Cleaning Wand to restore to clean
I I I I operating condition.
Tetermined by pump size and piping system hydraulics. 2'piping is recommended for flow fates of 90 GPM or more
Flow rates above 120 GPM are not usually required for residential pools
HAYWARD POOL PRODUCTSo INCm
Hayward Pool Products,Inc. Hayward Pool Products, Inc. Hayward Pool Products Canada Hayward S.A.
900 Fairmount Avenue 2875 Pomona Boulevard 2880 Plymouth Drive Zone Industrielle de Jumet
Elizabeth, NJ 07207 Pomona,CA 91768 Oakville,Ontario L6H 5R4 B-6040 Charleroi,Belgium
lqp-q? P.)" I
CITY OF ATLNMC BEACH
WATER CONNECTl ON CHARGE
LWATI ON
*ASTW PUM38L__
fmnLm lat CommaraR_ J-m�
rff OF flUl Loo
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,., M GR" CIMISTING Cr _90M STALL. 0014ESTIC C2 UNOTS)
1909R CLOSET, LAVATORY & BATMUB
OR"01MU STALL (6 UNITS) PER HM (3 UAQTc,
_9M M MOTH Olt WiTMIT OVER
HW SIVAIER) �2 UWTS) sow (3 UNITS�
CD UNOTS) "JW116 RO* SOW (b UKOTSj
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_00101MATION SINK a My 0 UNOTS)
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NATION SOW 4, -T*Y V/F0OlD OISPOSAL
o wirs) ____jmoTl SCULLERY -SINK (4 UNO TS)
INT OR OXF10m 6f *IT) -URINAL, PEDESTAL, SYPHON JETV
BLOWOUT to UNITS)
AMAL tAVATMY 0 UNIT)'-
.....................0lj*IMG FOUKFAIN �li UNIT)' WALL LOP (4 UMOTS)
j_.lx 6wom (2 UNI'M MNAL STALL, WASHMff (4 UNITS)
ANIMAL TAMM (EACH 2-FT. SECTION
wo a (I UNIti. (2 UNITS)
SOW 12 wftf M WON ME (RES.) (3 UNITS)
J901 SOW. EACH SET LF FAUCETS
Kfibibl SINK V/FOW
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%A ToRy i i UNIT) ___jK= CLOSET, TANK-OPEPATED
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(a UNITS)
-LAVATORY, SUR13EOM �2 U1017S)
LAIMM TRAY Ci,2 UNOTS)l 'o
C t-"FY 0 A T'L A-�,T;L, ,A
796 WEMI EO�EVARD
�T[,W4 Til C. 8 VICH, F�L(,Ag DA
1354 Semi nol e Road
Building
2. The QtftWftvd P gar, for f*0 abwft, bul I dI no 15 apprWed subiwvt ilo CP=w.,,T rj fte
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foclIags, prapw,Dy pliimcd aad fos(rected an MwIP01 684drim", Wl" faim. Foctlav
she 0 a be 51 x f no" w 0 dvi. On OwAt. S t do ftaft ike umm i! S:WQ 0 t* at' a emst
Q;#* I MAW t"41 os. *CA, V-,4,�- I, rav,%, On 'm fm $of 9' msi� ve i mtws bel aw
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ofy "Now
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CUTY. OF ATLANTIC BEACH
DEPARTMENT OF Pi III nimr,
slan SEMINOLE ROAD ATLANTIC BEACH.,FL 32233 TEL: 247-5826-FAX: 247-5877
..... J- UWAVOR'INFORMATI
Ram;
oil Addressa 185 SEMINOLE ROAD
I klu—ber: 2 -1A 8-54
jJ .
ROOM ADDtTtON
1)emit Type ATLANTIC BEACH, FL 32233
�0___ -&%Fawk: KIMAI Townshim Range, Book:
%Lfld*pzp U1 www IvL Block: Section:
Proposed Use, SINGLE FAMILY WOO.
Square F"L. Subdivision,
Parcel Number:
L�_EL
improv. Cost: nw,1610a INFnRUATION
rita kcsurm-1 '112412Z01 Name-. CORNEUUS, MARGARETJ.
i 71 1QTW .qTPFFT
Total Fees: vu.uv '66�6K. FL 32233
1� - f �_ 013
��f�aarx -
Date Paid: V24i2001 P h.On 0: (004)249-97nr-
1-Work Desc; ROOM ADDITION
C1 0 N T "APPUZ
I RACTOR(S) an nn
(CORNELIUS CONSTRUCTION COMPANY P E M-Mi T
on
ipi�L�R$go—WW','
4
fn
FRANINGICOVER-UP 1 SLABIFOOT(NG WINAL BUILLDING
11140UL^1 RJIN
��Jr%Lf� RAI ICI=f- DC C)Cni iI=C-Tr:n AT ;=A!QT 24 HOURS5 PRIOR TO
Nu I 11.0t: Of-F-%.f 1 IW114%.11 %v1%j%J'I L.IL-
COnPA TWI.q WORK MI JST NOT BE PLACED IN PUB11-11- Sm CIE, AND
MUST Br:CiLEARE13 Up AND HAULED AWAY BY E(THER CONTRACTOR OR OWNER
ki
A I IN LIEN LAW CAN RESULT (N THE PROPERTY
"FAILUIRLE T.0
Z 0
OWNER PAY1
NG TWICE FOR BUILDING NPROVEMENTS"
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THiS PEMPAT AND SwUEBJv_ZT I 01,0_1 1-1. i
F VIOLATION
OR OFF APPLICABLE PROVISIONS OF LAW. -4
"ILM 14
ktot Vol/@I @I Rsmipt3
-KITIC% BEACH BVILDIN
A TI 2677'!
"I I",-&"
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address 1K Pf PP r 7-10
Date -�2 47/r-
Heated Square Footage id @ $—Per sq ft = $ 6)
Garage/Shed @ $_per sq ft = $
Carport/Porch P1 @ $_per sq f t = $
Deck @ $_per sq f t = $_
Patio @ $_per sq f t = $
TOTAL VALUATION: s /6P
Total Valuation 1st $ 606
qloo 6) ��s-6,7) s
i�e'maining 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/TAP $
CAPITAL IMPROVEMENT
SEWER TAP $
) RADON (HRS) . 0050 $
SECTION H PAVING $
HYDRAULIC SHARES $
CROSS CONNECTION $
) SURCHARGE . 0050 $
OTHER $
GRAND TOTAL DUE s 20—
ADDITIONAL PERMITS OR FEES: Mechanical Plumbing
Electric/New Electric/Temp_; SwimmingPool
Septic Tank Well Sign Finish Floor Elevation
Survey other
CALCULATIONS and/or NOTES :
RECEIVED
AN Z 3 2001
City of Atlantic Beach
CITY OF ATLANTIC RIPANIcling and Zoning
PERMIT APPLICATION REM01)EL, ADDITIONS, OR ALTERATIONS
MOVING, LEMOLITIONS
Owner(s) : Aompv-y
Job Address : SF-Muiatz -Phone:- -q,7106
Lot 4 Black or Unit Subdivision: 6ZLVA Ofirl
Contractor: mak4ahj ro agy-u U-S State License
Addxess; -S A-Pr -?hone No: 2A-q'7 0
C i t Yj��L � State Zip Code_
Describe work to be done: PPAM
Present use of building: 64 L
Valuation of Proposed Construction: A'D mh,!-,v
Proposed use:
Is this an addition? If yes, what are the dimensions of the added
spjace: )0 ft. X-J41(9- ft. Will the added area be heated and
cooled?-tA& New electrical (or inczease),?--bb-
New plumbTrig-fixture4o New fireplace?$b New Heat/AC?
SUBI.LrT TMUZ (CobadERC ) Two (RESjZEriTZ;LL) CCxPLZ= SE-TS OF -PL-WS, ZNCL=1NG
SITE PLAN11V" SURVXY,��IzlzzmtGy CoEr .Erpids, NOTIcz or AND
Owwm/caNTRAL-xaR Aryinav:rr, xx cwnzR is coNmutc-rcm.
Signature OWNER: A4-.441VJ4,� Date*:
I-
.1 A- 1
Signature CONTRACTOR: Date:
AS TO OWNER:
Sworn to and subscribed beforeme this da of
PqWi5AMe1VBLIC
AS TO CONTRACTOR: My COMMMM# CC947012 EMS
August 27,2004
"MrSW bONDED THRU TROY FAM INSURAKE W—
.0 F
Sworn to and subscribed bel' re me this day of 2000.
NOTARY PUBLIC
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CITY OF
4&4a& Be=A-&;&U-Ja
j Office of Building Official
REQUEST FOR INSPECTION
t
Date 2- PerMIL
Time
Received
canty
Job dress
Owner's Contractor
L CONCRETE ELECTRICAL PWMBING MECHANICAL
Framing 1:1 Footing Ej Rough Wiring D Rough D Air Cond. & 17j
F:1 Slab El Temp Pole F] Top Out E Heating
Re Rooting [] Sewer EI Fire Place
insulation 1:1 Lintel Final Pre Fab
Y FOR INSPECTION <xlr
—Z��c —
IA4ce,�—�
Friday—P.M.
Tues. W
RM.
Inspection Made Final Inspection Ll
In spectox--- Certificate of Occupancy Ej
Date