1 W 1st St (vault) PERMIT WORKSHEET �Ucks�.4 �r�ate of Occupancy
Job Address: 15� 5 Type Work:
Property Owner: Phone #
Contractor: A fl C C I � U C'� Phone #
Permit#: C>3 Z -7 Z 5 Date Issued: 1 ( - -I
Building Inspections: Footing
Slab
Tie Beam
Lintel
Nailing / Sheathing
Framing / Cover Up
Insulation
Final Building I - - p
Tree Permit# YES NO
Electrical Permit# Date / Copy to
JEA
Temp, Pole Permit# Date / Copy to
JEA
Temp. Power Letter Received: YES NO
Inspections: Rough Electric Released to JEA
Temp. Power Released to JEA
Temp. Pole Released to JEA
Final Released to JEA
Mechanical Permit#
Inspections: Rough Final
Plumbing Permit#
Inspections: Rough / Underslab Topout
Water/ Sewer Final
Drainage Inspection:
Pool Permit#
Inspections: Steel Final
Grounding Final
Roofing Permit#
Inspections: Nailing /Sheathing Final �—
Fire Inspection:
Failed Inspections: Date Paid:
Date Paid: __
CITY OF ATLANTIC BEACH
;r, y 800 SEMINOLE ROAD
ATLANTIC BEACH,FLORIDA 32233
INSPECTION PHONE LINE 247-5826
Application Number
03-00027215 Date 11/07/03
1 W 1ST ST
Property Address SHELTER/PLAY STRUCTURE
Tenant nbr, name • • • .
Application description . RESIDENTIAL ADD/RENOVATE/ALTER
TO BE UPDATED
Property Zoning 18395
Application valuation . . . .
Contractor
Owner ------------------------
------------------------
CITY OF ATLANTIC BEACH ATLANTIC CONTR. & DEV. CORP.
800 SEMINOLE ROAD 11471 W. SAMPLE ROAD
FL 32233 CORAL SPRINGS FL 33065
ATLANTIC BEACH (954) 849-5831
----- ----
Permit
. BUILDING PERMIT
Additional desc . 00 plan Check Fee . 00
Permit Fee . • • . Valuation . . . . 18395
Issue Date 11/07/03
Paid Credited P
Charged a
Fee summary g -----ue---
------- . 00
. 00
00 .00
Permit Fee Total 00 00 00 . 00
Plan Check Total 00 00 00 . 00
Grand Total
BUILDING ATE IAL,RUBBISH BYANDER DCON TRACTOR OROWNER FAILURE TO COMPS WORK MUST NOT BE CLY WITH PED INUBLIC
CONSTRUCT ON L[EN LAW CAN
UP AND HA OWNER
CULT IN THE PART PROPERTY
HIS PERMIT AND SINUBJECT TO REVOCATION
EV G TWICE FOR BUILDING
FORpVIOLA ON OFIAPPL CE PROVISIONS F LAWACCORDING TO . PLAN
WHICH
BUILDING OFFICIAL
CITY OF ATLANTIC BEACH
j 800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 08-00000458 Date 4/07/08
Property Address . . . . . . 1 W 1ST ST
Application type description ELECTRIC ONLY
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
----------------------------------------------------------------------------
Application desc
BASKETBALL COURT LIGHTING
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
BROOKS & LIMBAUGH ELECTRIC CO
Q/A BROOKS, CHRISTY
42 WEST 8TH ST.
ATLANTIC BEACH FL 32233
(904) 241-9051
----------------------------------------------------------------------------
Permit . . . . . . ELECTRICAL PERMIT
Additional desc
Permit Fee . . . . . 00 Plan Check Fee . 00
Issue Date . . . . 4/07/08 Valuation . . . . 0
Expiration Date . . 10/04/08
----------------- -----------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total . 00 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total . 00 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
CITY OF ATLANTIC BEACH 07- I I
800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233
OFFICE:(904)247-5826•FAX NO.:(904)247-5845
BUILDING-DEPT@COAB.US
ELECTRICAL PERMIT APPLICATION DUVAL COUNTY
1.JOB ADDRESS: 2.IS THIS A SUB PERMIT: 3.DATE
NO
� t� S PERMIT
Atlantic Beach FL 32233
PROPERTY OWNER:
4. 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE:
cr
W161&adn
ELECT/R�I/CAL CONCTsRACTOR: S�fin+ ��+Tp //(�
7 EOFCi�P'ANY/: n/ / , �,� 8 �/It�iS 7Z l//�� v ��v / /V/. &A, / /l/vv3
�Od P-S ; `/l (..! �G(/f/�l/ QW
9.S&%F,.SLQrjID� f10: 10.CELL(/ . V/ l SD 11.F �y ^ ��
12.EM IL AccD//C E I / �� fie 13.OFFICE PHONE
14.
15.Application is here made to obtain a permit to do the work and installations as indicated./ ertify that all work will be performed to meet
the standards of all laws regulating construction in this jurisdiction. This permit beco null nd id if ork is not commenced within six(6)
months,or if construction or work is suspended or abandoned for a period of six(6) at ny t e r work is commenced.
CONTRACTORS SIGNATURE:
16.CLASS OF WORK: 17.SERVICE: 18.METEW NUMBER:
❑ MULTI FAMILY-#OF UNITS: ❑ RESIDENTIAL
❑SINGLE FAMILY ❑TEMP SERVICE COMMERCIAL
❑ADDITION ❑TRAILOR '11111.BUILDING: 19. URRENT CODE:
11 ALTERATION ❑SIGN ❑ OLD D NEW 19 05 NATIONAL ELECTRICAL CODE
❑ REPAIR ❑ POOL/SPA ❑ REWIRE ❑OTHER:
LIST ALL ELECTRICAL WORK:
20.TYPE OF SERVICE: OVERHEAD ❑ UNDERGROUND ❑ UNDERGROUND UP POLE
21. NEW SERVICE: CON UCTORS PER PHASE:- 1 ❑ POWER IS ON POWER IS OFF
22. SIZE OF CONDUCTOR: AMPACITY: 2-04) ❑COPPER ALUMINUM
23.SWITCH OR BREAKER SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE:
24.EXISTING SERVICE SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE:
25. FEEDERS: #OF AMPS: #OF AMPS: #OF AMPS:
26. LIGHTING FIXTURES:
INCANDESCENT: FLUORESCENT&M.V.: '� � '
27. FIXED APPLIANCES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS:
28. FIRE ALARM: ❑YES ❑ NO
29-31 DO NOT APPLY TO NEW SINGLE FAMILY,MULTI-FAMILY AND ROOM ADDITIONS
29.SMOKE DETECTORS: NUMBER:
30. RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS:
31. SWITCHES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS:
32.AIR CONDITIONING:
#OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW:
#OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW:
33,MOTORS:
NUMBER: VOLTAGE: HP: KVA:
NUMBER: VOLTAGE: HP: KVA:
34.TRANSFORMERS:
UNDER 60OV: NUMBER: KVA:
OVER 60OV: NUMBER: KVA:
35.MISCELANEOUS REPAIRS:
DESCRIBE IN DETAIL: AWX
COAB FORM BLDG02:REVISED:11/6/2007 ay.l-leS
MP Officejet 7410 Log for
Personal Printer/Fax/Copier/Scanner Information Systems
904-247-5845
Mar 06 2008 7:04AM
Last Transaction
Date Time Type Identification Duration Pages Result
Mar 6 7:02AM Fax Sent 96657372 1:19 2 OK
Cc:
CITY OF ATLANTIC BEACH �iagaglins
BUILDING / ZONING DEPARTMENT er
Js . S. Doerr
800 Seminole Road
Atlantic Beach,Florida 32233
(904)247-5800
(904)247-5845 Fax
PLAN REVIEW COMMENTS
Permit Application # n3 - Z-7 Z 15 N'u-nr) yok
Property Address:
Applicant: LOEf-26ER-
Project: S ZSR iX4- 4 aTRVCTLRF
This permit application has been:
E:1 Approved
Reviewed and the following items need attention:
Please re-submit your application when these items have been completed.
Reviewed By: Date: a 3
fzJ:Llr,'t CITY OF ATLANTIC BEACH
S �i
PERMIT CALCULATION SHEET
C11 Date:
Address f,j E S
Heated Square Footage @ $ per sq ft= $
Garage/ Shed _ @$ per sq ft= $
J
Carport /Porch V '@ $ per sq ft = $
Deck S��@$ per sq ft= $
Patio J @ $ per sq ft = $
TOTAL VALUATION:
Total-Valuation
$
Remaining Value per thousand
or portion thereof
CONSTRUCTION TYPE: TOTAL BUILDING FEE $
ZONING: + '/Z Filing Fee $
FLOOD ZONE: ( ) Fireplaces @$35.00 $
IMPERVIOUS SURFACE:
BUILDING PERMIT FEE $ A-11104 ei ry P
WATER IMPACT FEE $
SEWER IMPACT FEE $
WATER METER/TAP $
CAPITAL IMPROVEMENT$
SEWER TAP $
C ( ) RADON HRS .0050 $
SECTION H PAVING( ) $
CROSS CONNECTION $
ST( ) SURCHARGE $
OTHER $
GRAND TOTAL DUE: $ �Q
�s
r s)
V~ CITY OF ATLANTIC BEACH
i1
BUILDING PERMIT APPLICATION
(ALTERATIONS/ADDITIONS)
Date:
Job Address: Td C�,(� �G � al e5a4
Owner of Property: Ia
Address: goL) 3S.2,3`3 Telephone:
Legal Description: Block Number:a/,A,a„1 a jA A3 Lot Number:§!0-krV6_ Y Zoning District:
A��ar��ic Gi,an�f+croRTState License Number: (`' C O (�lO
Contractor: �( /,(/2,6 /'� Ev��bc,.�t Lol¢P.
5-cu n /L - �� FL 330
Contractors Address:
! / �? ! Gc� • p -T "�"
Telephone: / V"&-vg- 5,36.j Fax:
Q,L�in s, erg c D All"lex
Describe proposed use and work to be done: I 0-"G)i'e�
Sbar,& iaOa -9 441& rw/a
Present use of land or building(s): al pat �
Valuation of proposed construction: '� 346 AF
What are the dimensions of the added space: Al 1Q- feet x feet
Will the added area be heated and cooled. /yI&
New electrical or increase in service?
New plumbing fixtures? New fireplace? AIIA— — New heating/air conditioning?
Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application.
Will�this °ject involve changes in elevation,site grade or any use of fill material or the removal of any trees?
[ Applicant certifies that no change in site grade or fill material will be used on this project.
❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building
Permit.
0. Applicant certifies that no trees will be removed for this project.
❑ YES. Removal rREMOVAL
dwPERMIT
rTree
eoval Permits to be reviewed by the Tree Conservation Bo ,which metwo times each month.
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.
STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please
have
contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please
Property Appraiser's Real Estate Number available.
STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction
topographical survey or grading plan is required. (If not required,written verification must be provided with this application.)
The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834
STEP 3. Submit Tree Removal Application if trees are to be removed or relocated.
STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if
owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic
Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826
800 Seminole Road •Atlantic Beach,Florida 32233-5445
Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ei.atiantic-beach.fl.usRevised 1/14/03
Page 1
In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being
performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner.
1. Current survey showing the property boundary with bearings and distances and the legal description.
2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify
any existing structures and uses.
3. If required by the Department of Public Works,a pre-construction topographical survey.
4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies.
5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools
may be excluded from total Impervious Surface.
6. Other information as may be appropriate for individual applications.
I hereby certify that all info ation provided wi this application is t
correc.
•
Signature of owner: &aAQ Date:
I hereby certify that I have read and examined this application 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 perf rmance of construction of the property. I understand that the issuance of this permit is contingent upon the
above informatior.being trut�an ect d the plans and supporting data have been or shall be provided as required.
Signature of Contractor: Date: // - <-/ -03
Address and contact information of person to receive all correspondence regarding this application (please print).
Name: lO cic� 1<6-6 h n
Mailing Address: 5-0`/ UOU 4h o7 n� I� � \JAV 6dA'
Telephone: 9&V"j l9"53a3 Fax: 9Ve-1"a '?- 91T7 7 E-Mail:
AS TO OWNER:
Sworn to and subscribed before me this day of .20
State of Florida,County of Duval
Notary's Signature:
Personally known
❑ Produced identification
Type of identification produced
AS TO CONTRACTOR:
Sworn to and subscribed before me this day of I N X10 ,20 •
State of Florida,County of Duval -
Notary's Signature:
j 8jLE KAY WATKINS personally known
NOTARY"11CSTATE OPflORIDA ❑ Produced identification
COMMIRmON NO.CC98W9 Type of identification produced
COM ISS P.NOV.7
800 Seminole Road • Atlantic Beach,Florida 32233-5445
Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us
Revised 1/14/03
Page 2
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5 1V16N. RETURN
M Prepared byhzn' oc# 2003 6710 20031862
co Book: 111�t 5 oo 1114 4
ti Pages: 783 — 789 Pa es: 019 1024
David J.Edwards,Esq. Filed & Recorded Filed & Re de
a 200 N.Laura Street,Suite 1200 06/11/2003 03:04:36 PM 06/11/200 2:28:10 PM
Jacksonville,Florida 32202 JIM FULLER JIM FULLER
e6 CLERK CIRCUIT COURT CLERK CIR T COU
CL DUVAL COUNTY DUVAL COU Y
Tax Parcel ID No.: 170721-0000 RECORDING # 25.00 RECORD # .00
TRUST FUND # 3.50 TRUST UND # 0
SPECIAL WARRANTY DEED
0
0
THIS INDENTURE, made as of January , 2003, between the JACKSONVILLE
TRANSPORTATION AUTHORITY, a body politic and corporate, whose address is 100 N.
Myrtle Avenue, Post Office Box"O", Jacksonville, Florida, 32203 (the "Grantor"), and the CITY
OF ATLANTIC BEACH,a Florida municipal corporation,FEIN 59-6000267,tax exempt no. 26-
02-107391-54C (exp.June 10,2007),whose address is 800 Seminole Road,Atlantic Beach,Florida,
32233 (the "Grantee").
WITNESSETH:
That the said Grantor,for and in consideration of the sum of Ten Dollars and other good and
valuable consideration, to it in hand paid by the said Grantee, the receipt and adequacy of which is
hereby acknowledged,has granted,bargained and sold to the said Grantee,its successors and assigns
forever, the following described land, to wit:
See Exhibit A attached
TOGETHER WITH all the tenements,hereditaments,easements and appurtenances thereto
belonging or in anywise appertaining.
TO HAVE AND TO HOLD, the same in fee simple forever.
Grantor does hereby fully warrant the title to said property and will defend the same against
the lawful claims of all persons claiming by, through or under the Grantor, but against none other.
Note: The property conveyed by this instrument is being acquired by and transferred from
governmental entities which are exempt from documentary stamp tax.
Y
Atlantic BeachE
Pocket Property s
o�
TW Q
1
ATLANTIC BV
f0
O
tA�
0.00.0050 0.01 Mies
LUMTED POWER OF ATTORNEY
I hereby authorize
of Contract Connection,Inc.
to sign his/her name on my behalf in order to apply fora0 rmit
for the work performed at:
Lot Subdivision
Address '
:Atlantic Contractors_ evelopment Corp.
e ran is ebber CG-C061075
Qualifier
STATE OF FLORIDA
The foregoing instrument was acknowledged before me the day of
2003,by _(name of person acknowle 'ng)
Si tore ofNotary Public FloriJai
a�nnr�ne�.b+x�oo�
Print,Type or Stamp Commissioned Name
Personally Known Or Produced I.D.
0 EXHIBIT 'A"
C11
ns
CL Parcel A:
L0 The South 45.720m (150.02—feetj of Blocks 19 and 20, Section"H", Atlantic Beach, accordin17 to
the plat ereoE as recor ed in Plat Book 18, Page o t e urr u tic Records of Duval Countv,
,i P
Florida in the Bartolome De Castro Y.Ferrer Grant,Section 3S,Township 2 South,FL?nae 29 East,of said
Duval County and being- more particularly descob the Curren Public Recordsof said Duval Cou tyed in
0
Official Records Volume 2600, Pages 801-803
Road0
For a point of reference commence at the intersection of the Westerly right-of-wad' line of ora
,vlypr line
of
(a 36.576 meter (1'20.00 foot) right-of-way as no`v established)
duwith
the Nordhe37"West long saidNorherly
Atlantic Boulevard(a right-of-way of varying width);The
nce right-of-way line, a distance of 69.917 mete�eC of• � recorded feet) to the
Plat Book 8east ePag-r OfB34 of tQ, Section
he Public
"H", Atlantic Belch according to the plat
Records of said County for a POrNT OF BEG114M�IG;Thence continue South 89°30'37" «'est, along
Northerly rig-ht-of-�vay line, a distance of 38.710 meters (127.00 feet) to theSouthwestede comer
o
said ) _ .
id
Block 19 of said plat of Section "H" Atlantic Beach; Thence North 00
Northerly right-of-way line and along the Wesaeallelly line
to said Northerlyf said Block 19ght odistance
f-wav l e, a dis0meters
anceof
(150.00 feet), Thence North 89 30 37 , P
38.710 meters(127.00 feet) to a point on the Easterly lie S °f said Block 20-,rs (150.00 feet)to tl ehPOL\-T OF BEGL`��T`lG•
along said Easterly Block line,a distance of 45.721 met
EXCEP7-11V6 fh�rc
•�Lzc -fd`�cx�van� des cit Lied ��-�lal'1
A portion of Blocks 19 and 20, Section `'H", Atlantic Beach, according to the peat thereot as
recorded in Plat Book 18, Page 34 of the Current Public Records of Duval County,Florida in the Baitolome
De Castro Y. Ferrer Grant. Section 38,Township 2 South, Range 29 East,of said Duval County,and being
more particularly described as follows: o being
ecord sof said Duval lands
described in Official Records Book
37`24. Pages 812-815 of the Current Public
y.
For a Point of Reference Commence at the intersection of the Northerly right-of-way line of
Atlantic Boulevard (State Road No. l 0) (a right-of-v Qayo varying width)
vestablished)tasshown on plat of ht
erly right-of-way
line of Begonia Street (a 15.240 meter (50.00 foot) rt2hto ys no
Section "H". Atlantic Beach. as recorded in Plat Book 18, Page 34 of the Current Public Records of said
Duval County;Thence Noi 11139'30'37" East,along said Northerly right-of-way line.a distance of 282.868
meters (928.04 feet) to the Southwest corner of said Block 19 for a POINT OF BEGINNING; Thence
North 00`47'23" West, along the West line of said Block 19, a distance of 8.882 meters (29.14 feet) to a
point on a curve concave Noithwzsterly having a radius of 169.900 meters(557.41 feet)and a central angle
of 13' 13;48"; Thence Northeasterly along the arc of said curve, an are distance of 39.231 meters (128.71
feet), said arc being subtended by a chord bearing of North 800')9'51" East and a chord distance of 39.144
said
meters (128.42 feet) to a point on the East line of said Block 20;Thence South 00°47'23" East, aloThen e
East tine. a distance of 14.902 meters (48.89 fcv t) to point ine a distance hof 3S 710t-of-way line;meters (127 00 feet)
South 89°30'37" West, along said Northerly right-of-way
to the POINT OF BEGINNING.
EXHIBIT "A' (continued)
-Parcel B
-�o I tote-,5
co
P
0 All of Blocks 21 and 22, Section"IT", Atlantic Beach, according to the plat thereof as recorded
m t Public Records of Duval County, Florida in the Bartolome De
in Plat Book 18, Page 34 of the Curren
LL
Castro Y. Ferrer Grant, Section 38, Township 2 South, Range 29 East, of said Duval County; And all of
that portion of closed and vacated Main Street (a 15.240 meter (50.00 foot) right-of--way as platted) as
recorded in Official Records Volume 3246, Page 543 of the Cun-ent Public Records of said Duval County:
Also being the lands described in Oficial Records Volume 7397, Pages 2178 and 2179 of the Current
Public Records of said Duval County.
0
0
pq Containing 0.3583 Hectares, (0.885 Acres), more or less.
ages 1825-1826 and an aerial
Subject To: A pole easement, recorded%oOffie 61cial2e Pages 1817-1818 ofcords Volume 6112, Pthe Current Public Records of
easement, recorded to Official Records
Duval County, Florida.
�C E PTS N
A portion of Blocks 21 and 22, Section "H", Atlantic Beach, according to the plat thereof as recorded
in Plat Book 18, Page 3Y of the Current Public Records of Duval County, Florida in the Bartolome De Castro Y.
Ferrer Grant, Section 38,Township 2 South, Range 29 East, of said Duval County; Arid a portion of closed and
vacated Main Street(a 15.240 meter(50.00 foot)right-of-way as platted)as recorded in Official Records Volume
3246, Page 543 of the Current Public Records of said Duval County and being more particularly described as
follows: Also being a portion of the lands described in Official Records Volume 7397. Pages 2178 and 2179 of
the Current Public Records of said Duval County.
For a Point of Reference Commence at the intersection of the Northerly right-of-\lay line of Atlantic
Boulevard (State Road No. l0) (a right-of-way of varying width) with the Easterly right-of-v.-ay line of Begonia
Street(a 15.240 meter(50.00 foot) right-of-way as now established) as shown on plat of Section"H", Atlantic
Beach as recorded in Plat Book 18, Page 34 of the Public Records of said Duval County;-thence North 89030'37"
East, alor:g said Northerly right-of-way line, a distance of 321 .578 meters(1055.04 feet) to the South-est corner
of said Block ?1 for a POINT OF BEGINNING; Thence North 00°47'23" West. along the West line of said
Block 2 1, a di:;tance ot' 14.90? meters (48.89 feet) to a point on a curve concave \orth%\esterl,,- having a radius
of 169.900 meters(S57.a 1 feet)and a central angle of 16°SS'1 I";Thence NorthCastcrly along the arc of saidcurve.
an arc distance of 50.321 inc(ers (165.09 feet) said arc being subtended by a chord bearrma of North 65 33 51"
East and a chord distance of'50.137 meters(164.49 feet) to a poi►Zt on the centerline of chased acid vacated plata
Street (a 15.240 meter (50.00 foot) right-of-way as platted) as recorded in Official Records volume 324ti, I age
543 of the Current Public Records of said Duval County; Thence South 34'55'47" East. along the centerline 0i
said closed Main Strect, a distance of 42.744 meters(140.24 feet) to the intersection of the Westerly right-of-
.vav line of Maypor-t Road (State Read A-1-A) ( a 36.576 meter(120.00 foot) ri`ht-of way as no%,,'established)
\v ith the aforesaid Northerly ri<_ht of way line of Atlantic [3oulevard; Thence South West,West, along said
Northerly right-of-vay ling:, a distance of 69.917 meters (229.39 feet) to the 1101tiT OF I3E:GINNINC;
Containing 15 12.3208 Square Meters. (16278 Square feet), more or less
5uhjcct 'i o: t\ pole easement. recorded in 011ficial Records Volume 0I 12. 1'ace; 1 S25-i 12b and an acrid
eaticnten*., rot:ordcrf in C>tti ial 1iccord>: Volume 61 12, Pages 181'-1818 of rhe Current Public Record" OI E)u4al
C�unt�. l Irri�la.
EXHIBIT "A" (continued)
Parcel C
-7-Aaf- Pard as -t�C1owS
ALL OF BLOCKS 22A AND 23, SECTION "H", ATLANTIC BEACH, ACCORDING TO
THE PLAT THEREOF AS RECORDED IN PLAT BOOK 7.8, PAGE 34 OF THE
CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA IN THE BARTOWME DE
CASTRO Y. FERRER GRANT, SECTION 38, TOWNSHIP 2 SOUTH, RANGE 29
EAST, IN SAID DUVAL COUNTY; AND ALL THAT PORTION OF CLOSED AND
G! VACATED MAIN STREET (A 15 .240 METER (50.00 FOOT) RIGHT-OF-WAY AS
C111 PLATTED) AS RECORDED IN OFFICIAL RECORDS VOLUME 3246, PAGE 543 OF
+4
ti THE CURRENT PUBLIC RECORDS OF SAID DUVAL COUNTY; ALSO BEING THE
LANDS DESCRIBED IN OFFICIAL RECORDS VOLUME 6249, PAGES 655-857 AND
A PORTION OF OFFICIAL RECORDS VOLUME 3246, PAGE 543 OF SAID DUVAL
In COUNTY.
wt
rt
-H SUBJECT TO A DOWNGUY EASEMENT AS RECORDED IN OFFICIAL RECORDS
rt VOLUME 5825, PAGE 990-991 OF THE CURRENT PUBLIC RECORDS OF DUVAL
COUNTY, FLORIDA. OR 6537-0685
0
w p l� f �a�-Bort a�e�cre hcd a 3 �.•�l�vws
�'xCE T !
A portion of Blocks 22A and 23,Section"H",Atlantic Beach, according to the plat thereof as recorded
in Plat Book 18, Page 34 of the Current Public Records of Duval County,Florida in the Bartolome De Castro Y.
Ferrer Grant, Section 38, Township 2 South, Range 29 East, in said Duval County;AND a portion of Closed and
Vacated Main Street(a 15.240 meter(50.00 foot)right-of-way as platted)as recorded in Official Records Volume
3246, Page 543 of the Current Public Records of said Duval County: and being more particularly described as
follows: Also being a portion of the lands described in Official Records Volume 6249,Pages 855-857 and a portion
of Official Records Volume 3246, Page 543 of said Duval County.
BEGIN at the intersection of the Northerly right-of-way line of Atlantic Boulevard(State Road No. 10)
(a right-of-way of varying width) with the Westerly right-of-way line of Mayport Road (State Road A-1-A) (a
36.576 meter(120.00 foot) right-of-way as now established)as shown on plat of Section"H", Atlantic Beach as
recorded in Plat Boot: IS, Page 34 of the Current Public Records of said Duval County, said point also being a
point on the centerline of vacated Main Street(a 15.240 meter(50.00 foot)right-of-way as platted)as recorded in
Official Records Volurne 3246, Page 543 of the Current Public Records of said Duval Cournry; Thence North
34°55'47" West, along the centerline of said vacated Main Street, a distance of 42.744 meters (140.24 feet) to a
point on a curve concave North\vcsterly, having a radius of 169.900 meters (557.41 feet) and a central angle of
17"30'44"; Whence Northeasterly along the arc of said curve,an arc distance of 51.929 meters(170.37 feet), said
arc being subtended by a chord bearing of North 48'19'22" East and a chord distance of 51.727 meters (169.71
feet) to the end of said curve; Thence North 4922'25" West, a distance of 11.653) meters (338.23 feet) to the
beginning of a curve concave Easterly, having a radius of 10.950 meters (35.93 feet) and a central angle of
55'36'47": 1-hence Northerly. a!orTg the arc of said Curve, an arc distance of 10.625 meters(34.87 feet), said arc
being, subtended by a chord beat ing of North 21'34'01" West and a chord distance of 10.216 meter; (33.52 feet)
to a point on a curve on the Southerly right-of-\V3y line of West I"Street(a 15.240 tTTeter(50.00 loot)right-of-wav
as now established), said curve concave Southwesterly, havinga radius of 304. 6SS m,�rers (990.01 feel) and a
central anole oft 5'28'22" Thence Southeasterly, along said Southerly right-of-«a- Ione and alun the arc of said
curve. In arc distance Of 29.102 meters (95.45 feet) , said arc being, subtended b\ a chord b_atinry of "'Guth
72"04'57•' East and a chore' di tdnce of ?-9.091 meters(95.44 feet) w a point on the %%-csterly line oC
aforesaid Nlavpoi-t Road,Thence South 20'-30'14" West,departing said SOuthct'l , I fins! nda.lI S-1iti
\�csterly ri<_i;t of way line. a distance of S' 906 meters (272.00 feet) to the POINT OF lw(,;[NNINC.:.
Ccintaming I71 S.S07_, Square i`leters, (15501 Square Feet). niore Or less.
Subject To: A downl.!Lly easement as tecvrded in Official Records \'olumr il'S. 1':�e.c)`tt)-t>'?I cfthc Current
Public Reck�rds of Duval Florida.
h IN WITNESS WHEREOF,Grantor has executed this Deed as of the day and year first above
a written.
a
fo
CL Signed, sealed and delivered in the
presence of: JACKSONVILLE TRANSPORTATION
�t AUTHORITY, a bod politic and corporate
By
0 Name printed: (� Michael J. JL
ck, Exec t e Director
Name printed: L NN L
STATE OF FLORIDA
COUNTY OF DUVAL
The foregoing instrument was acknowledged before me this.:; f h day of January,2003,by
Michael J. Blaylock, as Executive Director of the Jacksonville TrManspation Authority, a body
politic and corporate,on behalf of the Authority. He(check one): personally known to me
or has produced as identification.
Notary Public, State an ounty Aforesaid
My Commission Expires: U
[NOTARIAL SEAL]
M.DIANE CUNNINGHAM
Approved as to form:
MY COMMISSION#DD 117540
EXPIRES:JuP�U nte's
.; 2006.
�' 1�d� BondedThn�NWaiY
JTA legal counsel
M:VTA\CITY OF ATLANTIC BF.ACH\SW D•WORD.DOC -2-
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https://www.myfloridalicense.com/licensing/w112.jsp,jsessionid=GLKKN KLEOAAPkKj9f 11/6/2003
Contract Connection,Inc. A. F. Webber III,P.E.
2851 Polk Street Consulting Engineer
Hollywood,Florida 33020 P. O.Box 220054
Hollywood,Florida 33022
(954)849-5831
Fl.Reg. No.22203
\ COLUMN
�.4
r
5/8" ROD o
q ;
3000 psi CONCRETE `
3'-0" SQR
SECTION THRU FOOTING
POCKET PARK - ATLANTIC BEACH, FL. - POLIGON SQR 12-2G MR 8/15/03
A. F. Webber III, P.E.
Consulting Engineer
P. O. Box 220054
Hollywood, Florida 33022
954-849-5831
Fl. Reg. No. 22203
August 15, 2003
POCKET PARK
POLIGON SQR 12— 2G MR
UPLIFT CALCULATIONS PER FBC 2001 CHAPTER 16
Wind Load: 130 mph
Importance Factor: 1
Exposure Category: C * * See Poligon Design
Area of Roof: 12(12)= 144 s.f.
Uplift Force: 144 (35)(1.5)=7,560 lbs.
7,560/150= 50.4 c.f. req'd.
50.4/2 =25.2 c.f per column
Footing Provided 3(3)(4) =27 c.f.
r 1
to 0 ~ CK#_____�
city Roi AtlanticTBeach
* +� CUSTOMER RECEIPT * *
O4er: CKOMOREK Type: OC Drawer:
Date: 11/26/83 81 Receipt no:
14371
Quantity Asount
Description
2883 27215
Bp BUILDING PERMITS
1.8B ;35.88
Tender detail $35.88
CA CASH $35.88
Total tendered $35,88
Total paysent
Trans date: 11/26/63 Tile: 12:11:84
d
�PZ�ANTjc
F�ORI�P
h'
OF
•
• •
JOB AOORESS GATE
Q W
THIS JOB HAS NOT BEEN COMPLETED
The following additions or corrections shall be made before
the job will be accepted
�5
y $REINSPECT FEE
It is unlawful for any Carpenter, Contractor, Builder or other
persons, to cover or cause to be covered, any part of the work
with flooring, lath, earth or other material, until the proper
inspector has had ample time to approve the installation.
After additions or corrections have beer- PUIMB,NG
made, call 247-5826, Building Depart-
ment for an inspection. Field Inspectors ELEC
are in the office from 8:00 a.m. to 5:00 BLDG
p.m. Monday through Friday.
t
..J
CITY OF ATLANTIC BEACH
1 800 SEMINOLE ROAD
j � ATLANTIC BEACH, FLORIDA 32233
Y INSPECTION PHONE LINE 247-5826
Application Number . . . . . 03-00027215 Date 11/07/03
Property Address . . . . . 1 W 1ST ST
Tenant nbr, name . . . . . . SHELTER/PLAY STRUCTURE
Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 18395
Owner Contractor
-------------- ---------- ------------------------
CITY OF ATLANTIC BEACH ATLANTIC CONTR. & DEV. CORP.
800 SEMINOLE ROAD 11471 W. SAMPLE ROAD
ATLANTIC BEACH FL 32233 CORAL SPRINGS FL 33065
(954) 849-5831
-------------- --- -----------------------------------------------------------
Permit BUILDING PERMIT
Additional desc . .
Permit Fee . . . . . 00 Plan Check Fee . 00
Issue Date . . . . 11/07/03 Valuation . . . . 18395
Fee summary Charged Paid Credited Due
--------------- -- ----- ----- --------- - ---------- ------ ----
Permit Fee Total . 00 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total . 00 . 00 . 00 . 00
LtVr
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 i
I
i
p o 9 on
,,,HlTr=G
TU1
W.H.PORTER,INC. 4240 N.136"'AVENUE HOLLAND,MI 49424 (616)399-1963
' CALCULATIONS FOR:
POLIGON SQR 12-2G BUILDING
METAL PANEL ROOFING
FLORIDA BUILDING CODE
1
' SQR12MR-2G WN130 UTM 7.5FT
8/5/2003
' PREPARED UNDER THE
DIRECT CONTROL AND
' SUPERVISION OF:
��EOf STEED���
g David S.Dayton,P.E.
1
W.H.Porte L
*f�UNDEO X91` ... U tl l
' PROFESSIONAL H011a 4942
MEMBER -1963
o ' ns 46
v3
wigme
Building Type: SQRl2MR 2C UTM 7.5FT
ARTFUL INNOVATIONS IN STEEL '
W.H.PORTER,INC.•4240 N.136TH AV•HOLLAND,MI 49424
Table of Contents
1 Structural Analysis Description
2 Design Criteria ,
3 Building Materials
4 Loads to the Foundation
5 Structural Geometry and Computer Model '
6 Load Combinations
7 Member Design
8 Connection Data ,
9 Panel Data
10 Computer Analysis Including Input File
II
r
r
palBuilding Type: SQRI2MR 2C UTM 7.5FT
s
ARTFUL INNOVATIONS IN STEEL
W.H.PORTER,INC.•4240 N.136TH AV•HOLLAND,MI 49424
„w Structural Analysis Description
STAAD/PRO structural analysis software was used to model the 3-D space frame.
To reduce the amount of computer printout, structure symmetry was used to list
only members which would have different resultant forces.
The column base joints were fixed.This structure was modeled with no torsional
stiffness for the members. Similar structures have been modeled with and without
1 torsional properties and the results were essentially identical.
The roof deck was not utilized in the structural analysis except to provide lateral support
1 to the trusses and purlins for gravity(vertical)loads.For members subject to bending
and/or axial loads due to wind uplift loads,the unbraced lengths of the members were
defined as the distance between brace points or the full span if not braced between
1 supports.
From the analysis, all member deflections and structural drift are within allowable limits.
End plates are designed by applying beam end forced to the edges of the plate and
calculating the resulting prying moment at the edge of the bolt holes. In determining
1 the prying moment it is assumed that the area of the plate between bolts is fixed.
Light gage members were designed in accordance with the latest edition of the
' AISC specifications and the AISI Cold-Formed Steel Design Manual.
All field connections are made with A-325 High Strength bolts using the "Turn of the Nut"
' method of tightening as described in the AISC Manual.
All members with end plate connections are fabricated with partial penetration shop welds.
1
i
1
1
pa"
ARTFUL INNOVATIONS IN STEEL SQR12MR-2G WN130 UTM 7.5FT ,
W.H.PORTER,INC.•4240 N.136TH AV•HOLLAND,MI 49424
DESIGN CRITERIA
FLORIDA BUILDING CODE
Building Use Catagory: II Building Dimensions '
Dead Loads: Weight of Roofing System 2.0 psf Width 12
Snow Loads: Basic Ground Snow Load (p6) = 35.71 psf Length 12
Roof Snow Load (ps)=0.7 Ce Ct Cs 1 pg 30.00 psf Roof Angle 18.43
Ce= I Equiv.Ht. 15 ,
Ct= 1.2
Cs= 1
I= 1.00
Wind Loads: Basic Wind Speed 130 mph Exposure C
p=q Gr CP-q;(GCP;) IBC,Section 1609,ASCE 7-Section 6.5.12.2
Basic Wind Pressure(q,)=0.00256K,K,,KdV21 = 36.73 psf Kz= 0.85 ASCE 7-Table 6-5
I= 1.00 Kd= 1.00
= ,Gust Effect Factor(G) Width = 0.93 Kzt 1.00
For Open Buildings(GCpi) 0
For Wind Normal to Ridge Line CP (Windward) = -0.61 Wind Acts Normal to Roof Surface(Outward)
For Wind Normal to Ridge Line CP (Windward) = -0.10 Wind Acts Normal to Roof Surface(Inward)
For Wind Normal to Ridge Line CP (Leeward) = -0.58 Wind Acts Normal to Roof Surface(Outward)
For Wind Parallel to Ridge Line CP -0.90 Wind Acts Normal to Roof Surface(Outward)
Wind Normal to Ridge Line p (Windward) = -31.55 Psf H= -9.98 psf V=-29.93 Psf t
Wind Normal to Ridge Line p (Windward) = -5.10 Psf H=-1.61 psf V= -4.84 psf
Wind Normal to Ridge Line p (Leeward) _ -29.83 Psf H= -9.43 psf V= -28.30 psf '
psf psf psf
Seismic Loads: Basic Seismic Force Resisting System=Ordinary Steel Moment Frame
Occupancy Importance Factor(1)= 1.00 ASCE 7 Table 9.1.4
Seismic Use Group= 1 ASCE 7 Table 9.1.3
Seismic Site Class= D
Seismic Design Category= D ASCE 7 Table 9.4.2.1
Dead Load of Structure= 4.00 psf
Total Dead Weight for Seismic Use(W)= 4.00 psf '
(Qe)Equivalent Lateral Force V=Cs W = 0.833 psf ASCE 7 Eq.9.5.3.2-1
Cs=Sds/(R/1)= 0.2083
SDS= 0.83
E=p Qe+0.2 SDS W= 1.500 ASCE 7 Eq.9.5.2..7-1
E=p Q�-0.2 SDS W= 0.167 ASCE 7 Eq.9.5.2..7-2
Basic Load Combinations:
Load Combinations per Section 1605.3.1 of the IBC or Section 2.4.1 of ASCE 7
Building Type: SQRI2MR 2C UTM 7.5FT
;a porigon a
ARTFUL INNOVATIONS IN STEEL
W.H.PORTER,INC.-4240N.136TH AV•HOLLAND,MI 49424
BUILDING MATERIALS
Member Type Member Size Steel Fy(ksi)
COLUMN TS5X3X.1875 46
EAVE I TS5X3X.125 46
TRUSS TS5X3X.125 46
RIDGE 1 TS5X3X.125 46
1 Connection Plates: ASTM A36
Connections Bolts ASTM A325
Welding Process: Gas Metal Arc Welding
Welding Electrode: ER70xx
Pd"
Building Type: SQRI2MR 2C UTM 7.5FT
ARTFUL INNOVATIONS IN STEEL
W.H.PORTER,INC.•4240 N.136TH AV•HOLLAND,MI 49424
Loads to the Foundation
r
PdK
on
a ARTFUL INNOVATIONS IN STEEL
W.H.PORTER,INC.•4240 N. 136TH Av•HOLLAND,MI 49424
Foundation Design with Unconstrained Footing Condition
h:=9 height of the column in ft b c:=4 d C:=4 Column Dimensions
in inches
d:=3.5 trial depth in ft
b:=2.5 diamter of round post or footing or diagonal dimentsion of square
post or footing in ft
vg:=2.7 vertical gravity reaction in kips
v
U:=-0.96.-3 vertical uplift reaction in kips
4
M m:=2.1.3 Max Moment in ft-kips
4
P:=M M-1000 applied lateral force in pounds P= 175
n
s :=200.2.1 allowable lateral soil-bearing pressure and allowable foundation
3 pressure as set for in CBC 2001 Table 18-1-A based on a depth of one
third the depth of embedment and worst case soil conditions.
B :=2000
s =466.67
IA:=2.34-P A=0.35
S -b
' _A 4.36 n` Depth of embedment required to resist lateral loads where no
d -_ I 1+ 1+ A constraint is provided at the ground surface.
2
d n=2.04
' DepthCheck="OK"
' 1
Bearing Pressure and vertical uplift check
A:="_b z
Contact area of bottom of footing
4
B p:=Lg•1000 Bearing pressure in pounds per square foot
A
B p=550.039 ,
B 1 =2000 Allowable bearing pressure
BearingCheck= "OK"
b e=4 d e=4 AC:-b C. e Dimensions of column in inches ,
12 12
Y c:=145 Unit wt of concrete in pounds per cubic foot
wf:=(A-A c)-d-y e Weight of Footing
w f=2434.796 u:=v 0000 u=-720 Weight of footing compared to uplift '
load
UpliftCheck="OK"
2 ,
OWn
ARTFUL INNOVATIONS IN STEEL SQR12MR 2C UTM 7.51FT
W.H.PORTER,INC.-4240N.136TH AV•HOLLAND,M149424
Loads to the Foundation (COLUMN DESIGN)
Fz
Fy M
Fx
CL -►
Mx
Mz
-N
*Global coordinate system
Load Combination Axial Shear Shear Moment Moment
Fy Fx Fz Mx Mz
Dead Load 0.53 0.00 0.02 0.06 0.00
Dead + Snow Load 2.70 0.00 0.13 0.53 0.00
Dead + Wind Load _0.95 0.05 0.06 0.26 0.10
X-Dir
Dead + Wind Load _0.96 0.00 0.35 2.10 0.00
Z-Dir
Dead + Seismic 0.53 0.10 0.02 0.06 1 .03
Load - X-Dir
Dead + Seismic 0.60 0.00 1 0.11 0.70 0.00
Load - Z-Dir
Units - Kips, Foot - Kips
a
Porwn Building Type: SQR12MR 2C UTM 7.5FT
ARTFUL INNOVATIONS IN STEEL
W.H.PORTER,INC.•4240 N. 136TH AV•HOLLAND,MI 49424
Yr
Structure Geometry
and Computer Model
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Building Type: SQRI2MR 2C UTM 7.5FT
ARTFUL INNOVATIONS IN STEEL
W.H.PORTER,INC.•4240 N.136TH AV•HOLLAND,MI 49424
Load Combinations
P()rKpn Building Type: SQR12MR 2C UTM 7.5FT
ARTFUL INNOVATIONS IN STEEL
W.H.Po►rrER,INC.•4240 N.136TH AV•HOLLAND,MI 49424
Load Combinations
TL=Dead load plus Snow Load
EX =Dead Load plus Seismic-X Direction
X1 =Dead Load plus Wind Load -X Direction
X2=Dead Load plus Wind Load plus 1/2 Snow Load-X Direction
X3 =Dead load plus Snow Load plus '/2 Wind Load-X Direction
pa" Building Type: SQRI2MR 2C UTM 7.5FT
ARTFUL INNOVATIONS IN STEEL
W.H.PORTER,INC.•4240 N.136TH AV•HOLLAND,MI 49424
Member Design
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ARTFUL INNOVATIONS IN STEEL
W.H.PORTER,INC.-4240N.]36TH AV•HOU."D,M149424
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Panel Data r
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ARTFUL INNOVATIONS IN STEEL
W.H.PORTER,INC.-4240 N.136TH AV-HOLLAND,MI 49424
Multi-Rib Panel Design Data
12"— �1
1 3/16"T -
T 36" Cover Width
1 Section View through Panel
Section Properties
1 To m' Com ression TIC Bottom in Com ression IC
Panel Weight Fy Ix Se Ma Se Ma
Gauge s ksi in in3 in kis in3 in ki s24 1.20 50 0.0486 0.0499 1.494 ;;Og0.0462 1.382
Load Tables
(2� ctual
Span Types Span Lengths Allowable Live MaxMag
ft Load s Moment(in-kips)
Single Span 4 70 1.470 TIC
5 43 1.483 TIC
5.9 30 1.476 TIC
Two Span 4 63 1.356 BIC
5 39 1.365 BIC
5.6 30 1.336 BIC
3 or More Spans 4 68 1.364 BIC
5 44 1.358 BIC
6 30 1.322 BIC
Notes:
1. All calculations for properties of panels are calculated in accordance with Specifications for
the Design of Light Gauge Cold-Formed Steel Structural Members published by the American
Iron and Steel Institute(AISI)and guidelines established by the Metal Building Component
Manufacturer's Association(MBCMA).
2. All span lengths without standard overhang length,these are span lengths between supports.
The span also assumes equal spacing between supports for multi-span conditions.
3. For wind load stresses only,multiply live load stress by 1.33.
4. Weight of panels must be deducted from values to obtain net allowable load.
OWn
Building Type: SQR12MR 2C UTM 7.5FT
ARTFUL INNOVATIONS IN STEEL
W.H.PoRiER,INC.•4240 N.136TH AV•HOLLAND,MI 49424
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_- -::),PACE k. -2GMR.std
JOB START JOB INFORMATION 08/04/03 10:06:33
r JOB Np STD Q12-2GMR
ENGINEER NAME TLG
WENGINEER DATE `RAND
END JOB INFORMATION
INPUT NATION
WIDTH 79
UNIT FEET KIP
JOINT COORDINATES
2 0 0 0: 4 0 0 12;
LO 0 12 12; 5 -6 9 0;
'EMBER 6 6 9
INCIDENCES 0; 7 -6 9 12;
DENCES 8 6 9 12;
TART USE
S1 ER TABABLE LE S 9L 6 6 9' 7 7 10; 8 8 10; g 9 0 12 0;
5 7: 10
"IT
FEET KIP 6 8; 11 9 10;
JBS0502
0166667 0.416667
B60402 0.416667 0.0104167
01667p,5 0.0004538 0.0004538
B353S2 0.291667 0 0.33333 0.01042 0.00059 0.00096 0 0
)114583 0.00032 0.00065 0 0
•
380402 .291667 0-0104167
1201389 0.000149016 0.000149016
0.666667 0.333333 0.0104167 0.000236304 0 0
X60602
201389 0.00118634 0.000407504 0.000964506 0 0
0.5 0.5 0.0104167
60302 0.000795718
149306 0.5 0, 0.000795718 0.00123939 0 0
?0202 25 0.0104167
0.000487076 0.000166377 0.000398823
)6229 0.167 0.167
;0302 0.0104167 2.47396,-005 p 0
.31944 0. 2.47396,-005 4.07986,-005 0 0
416667 0.25 0.0104167 0.000310571
0302
146 0. 0.0001413 0.000310571
333333 0.25 0.0104167 0.00018 0 0
1944 0.00012
19444 0.333333 0. 0.00023 0 0
333333 0.0104167 0.00026659
=R PROPERTY AMERICAN 0.00026659 0.000356867 0 0
8 UPTA13LE 1 TUB50302
'TABLE 1 TUB50302
:R PROPERTY
UPTABLE 1 TU1350302
R PROPERTY AMERICAN
ABLE ST TUB50303
ZTS
[XED
2 RELEASE
,TART MX
START MX
SRT MX
,NTS
1 MEMB 2 4 TO 11
'Y STEEL MEMB 2 4 TO 11
N STEEL MEMB 2 4 TO 11
STEEL MEMB 2 4 TO 11
FRMWT
IGHT Y -1
DL
LOAD
91 GY 3.01
GY 6
SL
.LOAD
NI GY 3.01
GY 6
wxw
LOAD
GY 3.01