HomeMy WebLinkAbout08-5942
I
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
Permit Number:
Permit Type:
Class of Work:
Proposed Use:
Square Feet:
Est. Value:
Improv. Cost:
Date Issued:
Total Fees:
Amount Paid:
Date Paid:
Work Desc:
5942
COMMERCIAL
NEW CONST/COMM
COMMERCIAL
Address: 37411 EILAND BLVD
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 03-26-21-0010-05300-0000
4,956,602.00
7/14/2006
105,992.72
87,724.97
7/14/2006 Phone: 727781-5885
NEW ASSISTED LIVING FACILITY 69 LIVING UNITS 47734 sa FT
HI-CO PLUMBING
MEDIC AIR SYSTEMS INC
PLUMBING FEE
RADON
SEWER CONNECTION COMMERC
FIRE INSPECTION FEES
FIRE IMPACT FEE
TRAFFIC IMPACT FEE MF 99%
WATER METER RES"
;>.."
1 , 51.0
637.00 MECHANICAL FEE
947.93 WATER CONNECTION COMMERC
33,616.80 FIRE PLAN REVIEW FEES
30.00 POLICE IMPACT FEE
8,352.75 PUBLIC SAFETY 5%
5,845.68 TRAFFIC IMPACT FEE 1%
875.00 TRAFFIC IMPACT FEE 99%
1,056.00
8,673.30
1,909.36
7,779.99
806.64
243.57
18,267.75
/"/' 1/ q- 08
'p(^~
~F ~I
2(Q .'75
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DUCTS INSTALLED PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB
DUCTS INSULATED LINTEL PRE-METER WATER
SHEATHING FRAME MISC SEWER
MISC INSULATION WALL MISC MISC.
MISC. INSULATION CEILING MISC. MISC.
MISC. DRIVEWAY MISC. MISC.
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection
trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"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."
NO OCCUPANCY BEFORE C.O.
(Uy~~p ~~
7:0NT TOR NATURE PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
Page 1 of 1
Karen Miller
From: Bill Burgess
Sent: Friday, November 09, 2007 11 :50 AM
To: Dennis O'Keefe
Cc: Jacqueline Boges; Karen Miller; Bobbie Swetland
Subject: RE: West Winds Assisted Living project.
I will forward this to my staff.
I have no problem with the placement of furniture prior to C/O
An open house can be considered but the building life safety items would need to be approved
and operational and no other hazards exist i.e.; trip hazards etc.
My' staff will inform you of the necessary items to receive a c/o.
From: Dennis O'Keefe [mailto:dennis@okeefearch.com]
Sent: Friday, November 09,2007 10:40 AM
To: Bill Burgess
Subject: West Winds Assisted Living project.
Hello Bill,
It seems like it is taking forever to get my building completed, we are estimating mid to late January before we would be
ready to open.
I have a few questions for you.
1. We owe the City a final fee for impact or permits, I don't recall exactly, but if your staff could prepare an invoice then
I could begin the process to get it paid.
2. We would like to start placing some of the furniture in during December, do you have any problem letting us do this
prior to the CO being issued.
3. December is an awful month for construction, but somewhere along the line I would like to have an open house,
would you have any problem allowing me to have an open house prior to the C O?
4. Do you have any checklist or procedures I need to be aware of as we near completion in anticipation of a CO
sometime in January?
I understand that the dining room wiring has all been replaced with metallic flexible conduit and I was advised that you
have approved it. Please tell me that is correct?
The landscaping will be the last part to be completed, but we have contracted with a company and they are in process
of assembling the necessary' plant materials.
Thanks for your assistance. I think this project will be a facility that the city can be very proud of as we provide a
needed service to our seniors.
Dennis E. O'Keefe
President
O'Keefe Architects inc.
2424 Curlew Road
Palm Harbor, FL 34683
727-781-5885 phone
727-781-0255 fax
dennis@okeefearch.com
11/9/2007
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PASCOCOU~TY;:FLORIDA "
b=~~~~;;
Control #
,'O\9-o'lt
Suilder Na!11e/~Name CO'\f'.' (\"'~-'ri-ucA-1 l.;r-, ,
, county parceJ ~")"3 - 2~- ~ I - i?OI 0 - 05300:-' 0000
SUbDiv:
. '
Address/Location '3 '14 I \ b i \'-a rv-\. e>1 ud '.
.Classlfioationrrype of,Us~ N.e.t...0 . Q5~1~~d' L~ ~'~<1e ~A~"~ .
, , ,) , '
Tf{ANSPoRTA'T10N IMPACT F.~~, ' Rate: .' Sq Ft Unit;' 1..\ 1 /734-
~X8mpt 0 Yes m No H~ pfliarmlnecl
Impact fee Amou!lt $, ;V-{''35'l . 0 q
PJne'No. '
TAZ:
SOHOOL IMPAc;r FeE '
Account (056) Slngle-FE!mlly IlBiached House
" . (057) Mapile Home
(058). 'Other Residential _ _
,J:l23) Collection fee' .
EXBJTlP1 .l~'yes 0 No How patarmln~d
Amou!1t $
PAR-K5AND' RECREATION FEE
Land Aocount . Land Credit
~nd Total
Recreation Accmmt
Recreation Credit
F<<ilcr8ati~n ~otal
Zone
TOTAL,AMOUNT: ~ . $
Exempt 0 Yes 0 No
LIBRARY FEE'
l.:and Account"
...R~9.II~;.f'.qc~l.Illt.
-' . ", ';-;";"~"-"""""" ,
How,PetBrTnineq
Land Total
FadlDty Tota!
!-and Credit
Facility qredlt
How Determined
,Total Amount
i=xempt 0 Yes ' 0 No
, , ERU
I 1,0'
prepared By
hec!<ed By
NO 9!:RTlfIGATE Of OGGU ,~CY WILt.. BE; ISStlED OR FINAL II\ISPECTION
P.ERFPRM~ U,NTI~THE TOT.6J.. AMOlfNTS USTED HAVE
, BCEN PAID ANP. .',
RI=GEIPTEp FOR BY A OEtrrftA.L PJ:FUI.'IlTING OFFIGE,OF PASCO COUNTY
~Jit--\ ~ \ " \)1,
Ac:knowladgamant oalow does not Imply accep~ of eoiwPrrance,'buhlmply receipt of.a copy,-bf thll;
, "the building pe""lt D~erOn notice oflh16 assessment Br!'! thfl condllloru; (If payma,Rt for sa a.
. . . ~. .
:*
RECEIPT NO.
RE
DAlE '\ Z\2-~ /h C)y , '
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City of Zephyrhills
5335 8th Street
Zephyrhills, FL 33542
INVOICE
Ref:
Location:
Contractor:
Permit 5942
37411 Eiland Blvd
Core Construction
Transportation Impact Fee:
Paid 7/14/06-Permit Issuance
Outstanding Due:
$24,357.00
$ 6,089.25 (25% of TIF)
$18,267.75 (75% ofTIF)
Remit To:
City of Zephyrhills
5335 8th Street
Zephyrhills, Florida 33542
A TIN: Building Dept
Please reference permit #5942 on check.
Prepared by: klm on 11/9/07
[
Golden Health Services, Inc.
37411 Eiland Blvd.-CORRECTED COPY #3
SQ. FEET PRICE
MAIN OR LIVING: 47,734 $ 103.00
OTHER AREA UNDER ROOF: $ 50.00
SITE WORK: 47,059 $ 0.85
VALUATION $ 4,956,602.00
FEE SHEET $ 10,594.00
ADDRESS $ 30,00
DRIVEWAY $ 30.00
BUILDING: $ 15,951,00
CREDIT: $ -
BUILDING LESS CREDIT: $ 15,951.00
ELECTRICAL: $ 999.95
PLUMBING: $ 637.00
MECHANICAL: $ 1,056,00
SUB-TOTAL $ 18,643.95
RADON: $ 947.93
TOTAL $ 19,591.88
SEWER: $ 33,616.80
WATER: $ 8,673.30
IRRIGATION: $ -
TOTAL: $ 42,290.10
WATER METER "2": $
IRRIGATION METER $
875,00
FIRE DEPARTMENT FEES
PLANS TOATL: $ 1,909.36
INSPECTION TOTAL: $ 30.00
PERMIT TOTAL
TOTAL: $ 1,939.36
PUBLIC SAFETY IMPACT FEES
POLICE $ 7,779.99
FIRE $ 8,352.75
5% $ 806.64
TOTAL: $ 16,939.38
25%- TIF
$6,089,25
(99-5845.68, 1-243,57)
[
[
SUB-TOTAL $
81,635.72 I $ 87,724;97
I
PARKIMPACTFEES~$
SIF'S: $ -
100.0% $ -
1.0% $ -
TOTAL: $ -
TI F'S: $ 24,357.00
99% $ 24,113.43
1% $ 243.57
L
$18,267.75 75%-TIF
Is paidaUimeof C.O ..
TOTAL: $ 105,992. 72 1$1(1)5,,9~?72
TRANSACTION REPORT
NOV/09/2007/FRI 02:25 PM
P.Ol/Ol
FAX(TX)
~)ATE
1~)V/09
RECEIVER
817277810255
TYPE/NOTE
OK
FILE
SG3 5765
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City of Zephyr hi 115 ~ Building 'Department
5335 8th Street ' ,PH: 813-780.0020 x3513
Zephyrhills, Florida 33542 FAX: 813-78Q..0021 Date:
FAX #: 727-781-0255
FROM:
Email:
# PAGES:
7(flren
kmi Iler@ci.zeohvrhills.fl.us
3
TO: Dennis E. O'Keefe
Message:
In response to your email to Bill Burgess I have attached an invoice for th~ outstanding
Transportation Impact Fees due on the project Listed,below are items we show.outstanding. We
will need the below to be provided before the Development Order, Final Inspection and Cd. can
be requested/issued:
Receipt 9fth~ PCCiCO County l'\esuu,C~ r~e <^ppllc:;adon was given a[ permlllssuance)
Transportation Impact Fees paid in full
- --Pas~g CQllnty R_n.W, r-opy, of
Southwest V.'-alerM..IIClgemeAt PerMit, espy 9f
Pfe'/id~ proQf ~f performance & maintenance bond i<:<:IIArl tf'l rOllnty
P.ascs COUllty IlealtJ. Depl i:lfJprO~a' '
Sealed letter of approval from' Civil Engineer of Record
Please be advise~ before the final inspection, a request for the Development Order must be made.; ,
This Order requests each of the City's directors to ~isit the site to ensure' each condition of the Site
Plan has been met and the final inspection may be conducted.
BBUrgessUO
.
CITY OF ZEPHYRHIL~S PERMIT APPLICATION
BUILDING DEPARTMENT 5335 8TH St, Zephyrhills, FL 33542
813-780-0020 FAX: 813-780-0021
, .
J?~'~' ,!.. ~ecn1 O\-~rY'\CYy)
7d7 - Lf2.2 - 3'-t5<?
DATE RECEIVED
PHONE CONTACT FOR PERMITTING Ut-NIJ'/S Okeefe_
OWNER'S NAME
31"JL.\ \ \
JOB ADDRESS
6 ~LT}~,J tf6ft.-rH 1E~Vf~~ I INC.
~ILJvJD ~L"D. I t:~ft\"~thlLS I rl,..
LEGAL DESCRIPTION: LOT(S) 0010 BLOCK 05~()O SUBDIVISION
PARCEL ID # 03- 2(0- Z 1- 0010 "'05pOO - 0000
PHONE (121/ 78/.-;8185
'37 J-YvJ
()OOO
(OBTATN FROM PROPERTY TAX NOTT~E)
WORK PROPSED: P(NEW CONSTRUCTION
o SIGN
o ADDITION
o ALTERATION
D REPAIR
o INSTALL
o MOVE
o DEMOLISH
PROPOSED USE: D SGL FAMILY DWELLING
)(COMMERCIAL
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOB ILE HOME
o OTHER
c=J RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK Nfw ,4~~'7r~o LIVI"'b f"AULlfY wi ~9 L.1v'I'I6 UNITS f ~I~
,
/-t;fO,,{ SQUARE FOOTAGE '1"lt 73'1 G.~.R HEIGHT 2?'!..Ofl 11) ~
~~ feA"~"'"
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COM~IERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
IF SIGN PERMIT ONLY (2) SETS OF ENGINEERED PLANS REQUIRED. Uc I.\LTH~ ,:")/<...
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. n~,
~~~6~~. Sk... ~~vnO.a:h~ ?<<("Oi.\- @ Ou.)o(\~'5~ -1)e.J u.l\ U )2j;il ~~ r . 0 fbr{ o-L--
I . ~ e c-VoII'\o-sK. Co~f .200.00 ,'" _ r;-
5,,<\"Y' \.Q. ~ ~n(jl,.o) ~O '"; <z:r PERMITS REQUESTED r2hLt-VI~1:~ l~ t:
J 1-\2."l~c)..? II &./) '1'I0't) 1')..",..) J<:> \ v /k~~
!X.. BUILDING $ "7/0-"v! dv #;;..# VALUATION OF TOTAL CONSTRUCTION.' VtVL-fIil
)1 ELECTRICAL (~) ,1000 AMP SERVICE ~ Progress Energy 0
'" PLUl'lBING
JiMECHANICAL
)8(GAS ~ROOFING
BUILDING SIZE
FINISHED FLOOR ELEVATIONS
)1 FRAME
81. SO
~
~OG -/
S>>:>~~_
VALUATION OF MECHANCIAL INSTALLATION@
'1 "
o OTHER :J
.ef ) ~(Odd ~-/~-~
~, t<J~~
IS PROJECT IN FLOOD ZONE AREAD YES ){NO-S<<JFPl
((bY.)
W,R,E,C,
$
40(0 I OOD. e
o SPECIALTY
TYPE OF CONSTRUCTION: D BLOCK
o STEEL
o OTHER
c
S I GN1\TURE
COMPANY ~ Cctb~'O\.J
@
BUILDER
SIGN1\TURE
STATE CERT OR REGIST #
A!:~i\)
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COMPANY / 1If,,-t 6~ t!c:c-Vj1.A-cJ1..<..../f~
STATE CERT OR REGIST # t;C .--{}t(tOo 99 /
ELECTRICIAN
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STATE CERT OR REGIST # C'::C-CfJ;Jc;{p;)
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COMPANY (
STATE CERT OR REGIST # eMf (') SdLfOJ
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MECHANICAL
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OTHER
COMPANY
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APPfltOVED SUBJl!CT TO ATTACHED CONDlTtONI
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atTE PLAN APPRO\i~L. ~M- 1i.......:.:.Jd - L? r- DC?
SECTION 03, TOWNSHIP 26 SOUTH, RANGE 21 EAST
CITY OF ZEPHYRHILLS
PASCO COUN"Pt', FLORIDA
N
.17277810255
03/13/06 . 15: 49..l5I :01102NO:42~
OKEEFS,ARCHITECTS INC
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2379 Brolld Street. SrooQvlUe, Florida34S0+6S9B
(S!S2) 19&:12Uorl-8CXJ..42a..1476 (Fl.only)
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Susan f(,O'Keefe
2424 Curfew Road
PIIm HarbOr, FL346as..8827
Final AgencY Action Tran.mlttal.......
. ERPGenel'8ICanWUCtion
'P8rm1fNo.:' . 44080102.000
Project Name: \Nut WlndaAuittecl. Living
County: . Paleo
SlclTYJPIRDI':3I28SJ2fS
[)urMI.O'Keefe:
Subject:
Thlstettar ccntltUtM notice Of FinalAgenoyActionfor.,prov.1 of the permit Nferer,O$d
above. Final approval iscotltingentupon no objlldion to the Olstrlct'l 8Ctlonbelng
received by theOiltriCl within the time frameldelcl'lbecl below.
You or any permn.whoIe SLlbatantiallnterests...ffected by the Dlstricf" action
regarding II permltmayrequeatanadminiltr8tlvehelring In accordance with. Sectians
120,!ie9a.nd120,57,FlortdaStatuta(F.S;), and Chapter'28-10t$'RorIdaAdmlrrittr1ltive
Oode (F.AC.).cfthe UnlformR"ofProcedure. A t8f1ues(forharlngmust:lt)
M.1n hOW the aubStantiflfJntelRtlt:Jf.MOhJMl'lSt'" 18quNtmgthe hHrfngwllibfl
affeot8dbytheDblt11Ct'sactJon.or~atItIOn, (2) ..... 8llmaterJat .facts. ~rJ
by theperaon~tMMaflngor ststethattlunare no dlaputtldfscm;, and (3)
othfJlWUtt compIywlthOhapter 21-10fJ,F.!\.C.COpies ofSectiona 28-106.201. and
28-106.301, F.A, C.. areencloledforyour. Nfatwnce.A request for hell'lngmUlt befilld
Wlth(NCeivedby)1,he^.,noy CWk' afhDl$triotattheDi8trict'IBl'OOlcIvilleaddreu
wlthin21 d.of receiptofthlsnetloe.Rectlpt IIdMmedtlbe1heftfthday." the
d8tI on which thltnQtice ildtJJQ8ltedinthe UnttedS.. .mllll.FallUl'etofllea Mquest
for helring WlthlnthlBtlme.pertod ,lh8Qcanat1tUt8 ..W8iVer t)fanyright .ytNor luchpel'lon
may h8ve torequHt. healing underSeetiona120.5e8. and 120.51, F:S,Medlat1on
!)Ul'luantto SectIon 120.Q73.F .S"m nttloen.adminiatnltivediapute~ngthe
Ciltrlct'8actionln lt1l1matter Ia not 8V8l1b1epliorto theftlln;' ofa ,..queet forhOClrlng,
5ncloMd.l88.NotiCing.F'ackettlthat~jnform.tiot'1.regardin; .theOistra Rule
40D-1.1010,F.A.C., whlchadd....._notIflCItionof person; .wnoseauDatantial
lntereatlmay. be IIffectedby the District's actiOn in thiS. matter.. Thepaeketcontllinl
guidltllnHonhl:SWtoprovidenotlceoUheOiStrlot's ection,anct a notice that you IT'l8yuae.
Theenclosed'ilPJ,lrovedconatnJctlonplansarepart oftn. permit.. and construction must
be in .ccord.ncewlththese plan$.
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OKEEFE ARCHITECTS INC
. 17277810255
06/13/06 17:13151:01/01 NO:998
. Go{denHea{th Services.
6-13-06
Bill Burgess
Building Official
City of Zephyrhills
5335 Eighth Street
ZephYrhills. FI 33542-4312
Ref: West Winds Assisted Living Facility
Dear Mr. Burgess,
Weare in process of working out an acceptable landscape plan with Todd Vande Berg and in the interim
we would greatly appreciate it if your department would go ahead and issue the building permit under
the following terms.
1. We will continue to work with the planning department to create a landscape design that the city
will approve.
2. We further guarantee that the landscape work will be completed in accordance with the approved
plan before requesting a Certificate of Occupancy for the completed building.
I really appreciate the fact that everyone we have dealt with at the City has been great to work with and
have shown a high degree of common sense.
Most Sincerely,
Ot~~
~\\}
2424 Curfew Roaa · Parm Harbor, FL 34683 · ylione: 727-781-5885 fax: 727.781-0255
:Gl"'rO,,':"'I.'m" j H.. <.. ft.,..a....' i'
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7-12-06
Mr. Bill Burgess
City of Zephyr hills
53335 Eighth Street
Zephyrhills, Fl 33542-4312
Ref: West Winds Assisted Living Facility
Dear Mr, Burgess,
This correspondence is to confirm for you that we agree to not start any construction in the ROW of
Eiland Blvd until all final approvals have been received from the county.
All the forms and checks have been submitted and Kimley Horn is processing the permits currently and
we expect final approval shortly.
We will make whatever changes or adjustments necessary to obtain the required county approvals.
We have selected most of the major subs but we are still negotiating with the electrical subs and promise
not to ask for any electrical inspections until the sub is selected and he completes the necessary forms at
your office for the building permit paperwork.
Again, I can't tell you what a pleasure it is working with you .
Sincerely
fl/"~~"','
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Dennis E. O'Keefe
2424 Curlew Road · Palm Harbor, FL 34683. phone: 727-781-
5885 fax: 727-781-0255
MAIL TO: '. <-
PASCO COUNTY DEVELOPME~TJmY~\f"'i-' ' RIGHT-OF-WAY USE PERMIT #
WEST PASCO GOVT, CmIiRS-230,... 'P.!\S€O COUNTY - .
7530 UITLE ROAD nb~~'" ;,,>.~ USE PERMIT - "Sunshine-One Call"
NEW PORT RICHEY, FL 34654 (800) 432-4770
(727) 847-8142 (352) 521-5144 r~A~ 2 :;, - 48 hours prior to excavation -
PP'Sf;!,jq~liRl}1L INSTRUCTIONS
No construction. under grou~VIi1JdV1Firoh~a:;'of~ri~~~fl{ty, shall be accomplished on any County Right of Way without written
approval from the County, Any application for approval of construction operations on any County owned Rights of Way shall furnish a
detailed drawing showing the complete scope of the proposed work in quadruplicate to the County for review and approval prior to the
commencement of any work, A copy of this permit must be kept readily available at the site of the work at aU times.
See, No, 3 T 26 R 21 Cou Road Eiland Blvd, Date 5/26/06
Permit for West Winds Assisted Livin Facilit . 1 N 1 I)
(Project Name)
OJ, 9f2&
LOCATION (Legal Description) Please see attached
Permission is hereby granted to
Susan K. O'Keefe. O'Keefe Architects. lnc,
(Name of Permittee)
of 2424 Curlew Road. Palm Harbor. Florida 34683-6827 for the construction and maintenance of
(Address of Permittee)
The Proposed connection to a 24' wide drivewav to Eiland Blvd. to serve a 47,000 sa.ft. Assisted Livina Facility,
Subject to the following conditions:
In
~
1, The construction and maintenance of such utility shall not interfere with the property and rights of a prior occupant.
2, All work shall be done in keeping with the standards of Pasco County and at the satisfaction of Pasco County, who will be notified
at least one day prior to commencement of construction,
3, All material and equipment shall be subject to inspection by Pasco County,
4, During construction all safety regulation of the Florida Department of Transportation shall be observed; and Pasco County shall be
relieved of all responsibility from damage of any nature arising from this permit. Subject to the same terms and conditions, the permit
holder may take such safety measures, including placing and display of caution signs, as it may deem necessary in conduct of
construction and maintenance work hereunder.
5, All private and all Pasco County property shall be restored to its original condition as far as practical. in the opinion of Pasco
County,
6, All underground crossing installations shall be laid at such depth as may be specified by Pasco County, unless otherwise authorized,
Installatio.. of utilities under County roads shall be by jacking and boring only.
7, The sketch (four copies) covering the details of this installation shall be made a part of their permit. This permit is granted with the
understanding that the applicant has notified all other utility users in the area covered by the permit and takes full responsibility for
any damage incurred by prior installations as a result of his operations, He also takes full responsibility for notifying any and all Utility
or underground users of his proposed operations in order that they may safeguard their interests.
8, It is expressly stipulated that this permit is a license for permissive use only and that the placing of facilities upon public property
pursuant to this permit shall not operate to create or to vest any property right in said holder.
9, Whenever Pasco County decides to further exploit the County Rights of Way, any or all of said poles, wires, pipes, cables or
other facilities and appurtenances authorized hereunder, shall be immediately removed from said Rights of Way, or reset or
relocated thereon as required by Pasco County at the expense of the holder of this permit.
10, The holder shall save and keep Pasco County harmless from an and all damages, claims, or injuries that may occur by reason of the
construction, maintenance and operation 0 ' acility,
11. The holder shall complete the reques d work within 30/60/90/180 d this permit shall become null and void, In the event the
work requested is not completed upon the exp' IS permit, Pasco County shall have the right to complete such work and
to charge the holder of the permit for all costs incurred in completing said work.
12, The permittee shall post a cash or surety performance guarantee with the County Clerk, Based on a cost estimate prepared by the
permittee's engineer and approved by the County, The amount of the guarantee is to be an amount equal to 125% of the cost to
construct the permitted improvements, In the event a surety bond is posted. the said surety bond shall be made payable to Pasco County
and shall obligate the surety to hold the County harmless in the event the holder of this permit should fail to meet any of its obligations,
hereunder. The bond shall also indemnify Pasco County for all court costs and reasonable attorney fees in the event legal action is
required to collect on said bond,
13, The permitee shall post cash or surety maintenance guarantee with the County Clerk based on a cost estimate prepared by the
permittee's engineer and approved by the County, The amount of the guarantee is to be an amount equal to 15% of the cost to
construct the permill imP9~rnents, 1[1 tqe event."! surety bond is, ostedi,t sball pleet all the criteria stated in No, 12 above,
14, SPECIAL CONDITI,l , ' ",y' tl r -"-
"~~~~~~~2~4n~1-J.3 -~~t"OUT COUNTY ENGINEER APPR8Ii'.1
-... .;,;-l,:.;:;;~ J~CI( I BORE ONLY II
APPROVED BY
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Utilities Services:
Traffic Operations:
Project Management:
Engineering Insp.ections:
Public Works: - 3
Stormwater/Design: Aj h::r I
Development Review Approved: Ii r,) r+) ')
Fee $ QU. (f) C/(,;t. It t:Ed. '~t. V4 \l
Paid: S /..s3!LI 0 (c
.;-b - Telephone Number (Include Area Code)
f(f1;; q 1-o:A d, A 'l
Property of Central Files
L-5~...47Cj!;':
R, E' S""~ 'D' r= 'N' ;
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~AL GROUP
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JRPOSE:
IiIie ROUTn~E
= CONSTRUCT,
=
=
" ST1\lT~~",;J')j~JUJi)-AF. .
'pEPARTME~1()JtIIE4\L1'~ i
COUNTY HEALTH DEPARTMENT
RESIDENTIALGROUP'GARE
INSPE'CTION'REP()R.T
............
...._, -- ...-
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= REINSPECTION'
= CHANGE OF OWNER
= CONSULTATION
= 'EPIDEMIOLOGY
o HER
WATER SUPPLY-' J(~'
= J., Approve~ system~. .',
= 2, Operation
= 14, Warewashing/Cleaning = 26, DO NOT USE
= 15, DO NOT USE = 27. InfestationIPresence
= J::BacteriologicallChefuical = 16, FoodOther~' =. 2S,Stfeening
= 4, DO NOT USE
HOUSING
BEDDING, TOWELS,
& PERSONAL ITEMS
. e:::::J'36,St6fa:gelLocked
GARBAGE/RUBBISH
= 37, Collection
.' =3S:Storage/Container
c:r 39,Disposal
= 45, Other
= 46, Other
e:::::Je 47. Other
= 48:0ther
= 5,Water Accessible
= ]7, Maintenance
=".itc'v~mperattife/Silpply'-:' '.'=
FOOD SERVICE 1\ \,l./ };b
~ ; ::=;;t'~. ..~:
= 9, Equipment rv"" _ =
= I 0, Holding & Cooking Temps, =
IS. Construction
19, DO NOTVSE
= ILDONOTUSE...
= 12, Storage
20, Cleaning/Odors
21. LightingIFLCand1es
22, Plwnbing
23, Inside Tel11perattire
24, Sanitary Facilities
25. Sewage
= 29,Beds
= 30,Linetls
= 31. Storage
= 3Z;'Pe.rsonaLSpace.
- "f.AuNDRY
RECREATIONAL AREA =4~t;9ll}er
=-.40, Safe .=. 50;,Other .
= '4r.Drairied/I;iifl~rlTfash = '51 : Other' .
=
=
. = 33. SeparationsJ.rransport: . 6' .42, DO NOT USE.
= 34, Vented = 43, Water Safety
52, Other. '
= 53, Other
ITEM
NUMBE~",
eft
.~~
COMNIENTS ANDINSTRUCfioNSc'
(continue on attached set)
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FOOD SERViCE
L.63690oJ!<
FOOD SERVICF
EASTERN BUSINESS FORMS, iNC. 386.758~4273
PURPOSE:
= ROUTINE
= CONSTRUCT,
= COMPLAINT
= QA SURVEY
OTHER
STATE OF FLORIDA
DEP ARTMENTOF HEALTH
COUNTY HEALTH DEPARTMENT
FOOD SERVICE
INSPECTION REPORT
= REINSPECTION
= CHANGE OF OWNER
= CONSULTATION
=
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FOOD SUPPLIES
= 1. Somces, etc,
FOOD PROTECTION
= 2, Stored temperature
= 3, No further cookingfRapid cooling
= 4, Thawing
= 5, Raw fruits
= 6, Pork cooking
= 7, Poultry cooking
=8,Otheranimalcooking
= 9, Least contactlReheating
=10, Food container
= 11, Buffet requirements
=12iSeLf-service condiments
=13. Reservice offood
= 14, Sneeze guards
= 15, Transportation of food
= 16, Poisonous/Toxic materials
= 27, Design and fabrication
= 28,Installation'andlocation
= 29, Cleanliness of equipment
= 30, Methods of washing
SANITARYFACILITIES
AND CONTROLS
= 31. Water supply
= 32;Ice
FOOD ::;):cHV~C;t:.
5El-JC:> ..v/~y
. . Satisfactory
= incomplete .
= Unsatisfactory
Correct Violations by
~ NextInspection
=' 8:00AM on:
OTHER FACILITIES
AND OPERATIONS
t:::J 39, Other facilities and operations
TEMPORARYFOOD.
SERVICE EVENTS
= 40, Temporary food service events .
PERSONNEL
= 17, Exclusion of personnel
= 18, Cleanliness
= 19, Tobacco use
= 20, Handwashing
= 2 I ' Handling of dishware = 33, Sewage
EQUIPMENTIUTENSILS = 34.Plumbing
= 22, Refrigeration facilities/Thermometers = 35, Toilet facilities
= 23, Sinks = 36'Handwashing facilities
= 24, Ice storage/COlmter-protector = 37, Garbage disposal
= 25. VentilationlStorage/Sufficienteqliipmertt = 38, Vermin control
= 26, Dishwashing facilities
VENDING.MACHINES
= 41. Vending machines
MANAGER CERTIFICATION
= 42; Manager certification
CERTIFICATES AND FEES
= 43. Certificates arid fees
INSPECTIONIENFORCEMENT
= 44, IrtspectionlElIforcemerit
COMMENTSAND INSTR{JCTIONS
(continue on attached sheet)
SCIENTISTS AND ENGINEERS, INC.
Consulting for Infrastructure and the Environment
"Professional Site Engineering and Building Design"
1280 HEATHER RIDGE BOULEVARD EB 8501
DUNEDIN, FLORIDA 34698-5620 E-MAlL: pehagler@tampabay.rr,com
January 16, 2008
VOICE: (727) 738-9025
FAX: (727) 738-9505
I, Paul Hagler P .E., a professional engineer registered in the state of Florida, registration number
20158, do hereby certify that I have inspected the completed work at the West Winds ALF
located at 37411 Eiland Blvd. and the site development, excluding landscaping, has been
completed in substantial conformance with the approved plans as prepared by Kimley-Horn and
Associates, Inc.
~~~i~
Paul, Hagler, P.E. -
Jan. 16.2008
date
---...
Page 1 of 1
Karen Miller
From:
Karen Miller
Sent: Friday, January 18, 2008 1 :35 PM
T,o: Keith Williams; Kerry Barnett; Louie Sellars; Rick Moore; Russ Barnes; Todd Vandeberg
Cc: Billy Poe
Subject: Developmental Order-Westwinds
Importance: High
Before a Certificate of Occupancy can be issued we need your review/inspection. Please advise if your
review/inspection will be delayed, We will need your comments and/or sign off placed in our Development Order
Book located in the Building Department.
Thank you.
Name of Business:
Owner:
Address:
Type of Structure:
Contractor:
Westwinds
Golden Health Services
37411 Eiland Blvd
Assisted Living Facility
Core Construction
Awaiting Receipt of:
All received
1(p.ren :MiJler
City of Zephyrhills - Building Dept
813-780-0020 ext. 3513
813-780-0021 Fax
kmiller@ci.zephyrhills,fl.us
1/18/2008
ENGINEERING INSPECTIONS
~
EXHIBIT S
41061338
BY THIS BOND WE, \'(c~l \ViIl<.1~ ALt. LLC . as PRINCIPAL.
and ~iv(,'t TtL~lInU1CC Ctnnpuuy oorporstion, 89 SURETY'. are
bound to Pasco County, Florida. 8 P9lltlcal subdivision of the State of Florida, herein called
COUNTY, in the $Um 01 sJ 8.5 J 7.55 tor the payment of which we biod
ourselves. our heirs. personal repr\M.entallvG$. 'uee~$$or.$ and Q$$igns. jolntf1 and severally.
THE CONDITION OF THIS BOND i, theti1- for a period of one (1) year commencing an the
date 0' the acknowledgment ot completion of improvements by the Board of County
Commissioners for p~nlljt 29926. \\...~~[ V,,:jnd<; decellane . fl'\erelnafter called
uPROJEC""). PRINCIPAL: \
1. Maintains aU required, approved improvements which were installed in
connection with 1he PROJ ECT. and
2. Repeirs Dr replaces alfauch improvements whi<:h are foond by th(l County
Englr.eer not 10 comS)ly with COUNTY approvals or requirements, Dr which are found to be
deficient in mat~rtals. YlOrkmanshlp,Of structura1 Integrity under County, State. or Federal
reguf.atiot"'lS. whidleveI' may be applicabft$. or Induslt'1 $t~dards^ ~nd
8. Submits s written requeet for an inspection of in provemenU;. to the Pa&eoC~unty
englneerfng Services Depaf"tmenl at leeRt sixty (60) d8~S prior to the termination of the
eomplMJon of the one (1) year maintenance period referenced ebove; end
4. Pay& ell coats and expenses incurred for. or ineid9ntalto, tOf'OpJiancewlth Ihe
requirements of Subparagraphs 1 and 2 above.
then this obligation shell be \loid. Other.vise, it remains in full force and eff9ct.
IT IS FURTHER understoOd that.hould Pasco County be required to ln$titute legal proceedings
in order to collect any funek unck>>rthis bond. 'Vest \Vil1~~
(pen ~rrre )
:shall be responsible for attorney's fees and court coeIs incurred by the COUNTf.
....DenDi s () ~ l\&cl',-'
P Al
/
DATED 1116.:::!()08
W1~E6S AS TO PRINCIPAL:
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(Seal)
WITNESS AS W;. U.RE1Y:
_ Gtl'f! '1 U)
BY:
L'hOr r
I;JvJ/lJr~
eriguce( '1(31)
..w<14d 4.1 MIl
EXHIBIT L
ENGINEER'S CERTIFICATE
STATE OF FLORIDA )
) ss:
COUNTY OF PASCO )
I, Paul Hagler
registered in the State of Florida, with Registration No. 201 5 R
certify that I have examined the plat of West Winds ALF
as filed by KimlT Horn and Associates, located in Section 3 I Township26
South, Range 1 East, Pasco County, Florida, and the Plans and Specifications for
improvements approved by the Board of County Commissioners on 5/26/2006 ,
; and that the improvements shown on the said Plans and Specifications. with the
exception of those items to be placed under a Performance Guarantee which will be in force
concurrent with the Maintenance Guarantee, have been substantially completed in accordance
with the permitted construction plans and information, any minor deviations from the Plans and
Specification will not prevent the project from functioning in compliance with the requirements of
Pasco County, the SWFWMD, and other regulatory agencies,
L.~ ~S~I)
, a Professional Engineer
, hereby
/~/~~CJ~
Date
enlguide01 (73)
Approved 4/10/07
City of Zephyrhills - Building Dept
Phone: (813)-780-0020
FAX: (813)-780-0021
-----------------------------------------------------------
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1______-----------------------------------------------____________~
TO:
Mr. Jerry Oltman
352-527-4276
7-13-06
FROM:
Karen
FAX#:
DATE:
MESSAGE:
FAX#:
# OF PAGES:
813-780-0021
2
The attached is the Fee Sheet for Westwinds. You have two options at the
time of permit issuance.
Your first option is to pay the entire amount of the permit $105,297,72.
Second option is to pay the amount listed at the Sub- Total line ($80,940.72) plus 25%
($6089.25)ofthe Transportation Impact Fee (TIF) at the time of permit issuance. The total
amount due at permit issuance ($87,029.97). The remaining 75% ($18,267.75) would be
due at time of Certificate of Occupancy.
Also we would need an electrician to be signed on this permit before the first inspection.
If you could provide a 1 day advance notice on when you would be picking this permit up
and which option you would be utilizing. Any questions, please call me. Thank you.
Page 1 of 1
,
Sean Perry
F:rom: Rick Moore
Sent: Thursday, June 08,20068:14 PM
To: Sean Perry
Subject: RE: ROW Question
PasCGcou~,"h8&~~,i""~i'
From: Sean Perry
Sent: Thu 6/8/2006 3:15 PM
To: Rick Moore
Subject: ROW Question
Rick,
The West Winds project (Golden Health Services), off of Eiland Blvd (37411). Do they need a ROW permit from
the city or would that be a ROW permit from the County?
Sean Perry
6/12/2006
\
1'a..lC)R Ie \ ")')~fh\\,~ of' P~I"""
~ ~t\ SJMT. (lf2:ilJi-"~ y;wil Appr\..t.'''~L L~ ~Ji")"'~'f
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.
J eb Bush
Governor
John O. Agwunobi, M.D., M.B.A.
Secretary
IMPORTANT NOTICE
Applicants Applying for:
1Assisted Living Facilities - 2Adult Family Care Homes - 3Adult Day Care Centers
If you are planning to apply for a license for one of the above name facilities and your home
or facility will serve food and/or have a well or septic system, contact your local County
Health Department (CHD) immediately.
Food Hvaiene
All homes and facilities are required to submit a complete floor plan to the local County Health
Department (CHD), prior to construction or opening. This is to assure that the kitchen and dining
areas have required equipment and meet Chapter 64E-11, FAC. This floor plan shall be drawn to
s;cale and accurately detail the food service and preparation areas, including a list of food equipment
to be used. It shall also include all outbuildings, fencing, restrooms, septic system, wells, etc. Fees
may be associated with this plan review.
Food Hygiene standards shall be met prior to issuing a license or opening for business. These
requirements can be found in the Florida Administrative Code on line at
Nto:/Ielection.dos.state.f1.us/fac/index.shtml or accessing the DOH website at
htto:/Iwww.doh.state.f1.us/environmentlfacilitv/orouolinsoectorouO.htm.
Assisted Living Facility
64E-11 FAC for facilities licensed for 25 or more residents.
64E-12.004 FAC for those licensed for 24 or fewer residents.
64E-12,004 FAC
64E-11 FAC
Adult Family Care Homes
Adult Day Care
Phvsical Plant Sanitation
In addition to the food hygiene requirements assisted living facilities and adult family care homes
must meet physical plant sanitation standards outlined in Chapter 64E-12 FAC, for Community
Based Residential Facilities.
Well or Seotic Svstem
Ijf your facility/home has a well or septic system on the property to be used for any of the facilities
listed at the top of this notice, you must also contact the local County Health Department (CHD)
before you submit your application to the Agency for Health care Administration. Some properties
with a well and septic tank can require extensive and costly renovations or modifications before they
can be licensed. Fees may be associated with plan reviews of septic systems and wells.
This list is not comolete! Contact your local CHD for additional information and to have a
Department representative inspect your facility/residence.
Bureau of Facility Programs
4052 Bald Cypress Way, BIN #A08, Tallahassee, Florida 32399-171 0
FEB-~l7-2006 08: 42
PASCO COUNTY DEV REVIEW
727 815 7000 P.01/01
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'Zephyrhj,h,' Florida 33542
8"'~ 780-0020
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TO: Judy I qail
FROM: Sean .
DATE: .2/6/06 ::
SUBJ: 'NumeriF, Address
Could .you .pl~e provide a numeric ~r the below project. The 69 units inside the
bUilding will'b~~ labeled as UNITS, Also .the developer sent us a scale with future
duplexes on it.;those do not need,,~n, address ,yet. just the one building for now.
FaX': 727 -815~ 7000
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ParcellD: 03 ~:,26 -:- 21 ~. 0010-05>>,300,- 0000
Type: ,Assista~ living Facility w/69. ~nits - 47.734 GSF
Lot#: 001 ;,
Street Facing: ~jlana 81~d (south).
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A-~ L4, 3'11+ II f/'/CL1ljfBlvd
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TOTAL P.01
A., NOTICE OF DEED RESTRICTIONS
The under?igned understands that this permit may be subject to "deed restrictions" which
may'be more restrictive than City regulations. The undersigned assumes responsibility for
complian~e with any applicable deed restrictions.
B. ~LICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
'If the owner has hired a contractor or contractors to undertake work, they may be required
to be licensed in accordance with state and local regulations. If the contractor is not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-780-0020.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the "Contractor Sections" of this application for which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the "owner", I 'cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the "owner" prior to commencement.
E, CONTRACTOR'S/OWNER'S AFFIDAVIT
I cE,rtify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone "A" or "A,etc.", it is
understood that a drainage plan addressing a "compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYI~G 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. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT".
~v~u~~~v~~ vr ~~N~~~ Hrr~UHV~~
acknowledged
, 2'1.-
Gho is
me,
SIGNATURE: OWNER OR AGENT
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Befo:ce me this _ day of
by
(name of person acknowledged)
Dwho is personally known to me, or
D who has produced
(type
and whoD did D did not
of identification)
take an oath.
Signature of person taking acknowledgement
Name typed, printed or stamped
Signatu.;t;'~~...9f pers~b1e<s~Iitli!iil acknowl
~~\;r;..~~ MY COMMISSION # 00268763 EXPIRES
i ;, .:~j February 22. 2008
nte or stamped
~~~~~ll~l~1I1111II111111I1I1111 11111 1111111111111 ,I
...
, PERMIT NUMBER:
..
TAX FOUO NUMBER:'
NOTICE OF COMMENCEMENT
(
Rc:pt.: 967361
DS: 0.00
02/07/06
i
Rec:: 10.00
IT: 0.00
~____ Dpty Clerk
STATE OF FLORIDA
COUNTY OF _PASCO
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and
in accordance with Chapter 713, Florida Statutes the fonowing information is provided in this Notice of
Commencement:
~.~ 1.
2.
'2 2~.& 3,
<( WC'i'llj)
~~ 7 4,
tr ~.Jr() A.
-JU-l
o -~1S B.
~gJ C.
l'L--4'
~g~~ 5.
1 ~...Jr 6.
7,
~ A,
B,
8.
9.
10,
JED PITT"AN~ PASCO COUNTY CLERK
02/07/06, 0,,:4~pm 1 of 1
" OR BK, 6831 . PG 484
Description of property: PARCEL 03-26-21-0010-05300-0000
Address of property: EILAND BLVD.
General description of improvements: NEW ASSISTED LIVING FACILITY
Owner Information:
Name and Address: SUSAN O'KEEFE 2424 CURLEW ROAD, PALM HARBOR, FL 34683
Interest in Property:
Fee Simple Owner.
Name and address of fee simple titleholder (if other than Owner): Owner.
Contractor name and address: CORE CONSTRUCTION 3307 CLARK ROAD, SARASOTA. FL 34231
Contractor's Phone Number: 941-552-0240
Surety (Name and address): - NOT APPLICABLE -
Phone Number -
Amount of Bond: None.
Lender: Name and address: - NOT APPLICABLE -
Lender's Phone Number: ,- NOT APPLICABLE -
A, Persons within the State of Florida designated by Owner upon whom notices or other documents
may be served as provided by Section 713.13(1 )(a}(7), Florida Statutes:
B. Phone Numbers of designated persons:
727-781-5885
11. A. In addition to himself, Owner designates DENNIS O'KEEFE
to receive a copy of the Lienor's Notice as provided in Section 713,13(a}(b}, Florida Statutes,
B. Phone Number of person or entity designated by owner: 727-781-5885
12,
Expiration date of Notice of Commencement:
recording, unless a different date is specified}
(one year from the date of'
IV ~t7~,tJ~
stsad~ ,
SWORN TO AND SUBSCRIBED before me by Susan K. O'Keefe, who is personally known to me or
,who produced a Florida Driver's License as identification, this \ f,;j:: day o~, 2006,
~~ ~ ~H1~
Nota ubJic
NOTARY PUBLIC.~TAT! OP PLORlDPc1Y commission expires:~ar. .;)~. QC\C;)
~ Kelli J. Suiters
Commission /I DDS 10446
Expires: JAN. 24, 2010
Bondtcl Thna AtWatlc 8ondJn, CQ., Inc.
T
,
Florida Ener2V Efficiencv Code For Buildine Construction
Florida Department of Community Affairs
EnergyGauge FlaCom v 2.11 FORM 400A-2004
Whole Building Performance Method for Commercial Buildings
Jurisdiction: ZEPHYRHILLS, PASCO COUNTY, FL (611600)
Short Desc: 05-140 Project: West Wind ALF
Owner: GD\~ l-\eaJ-\-h S-.Jc......
Address: ~l.~.h;ll Bi Pd"" W"", 3'14 \ \ ~.l\ c,'0D, &"Id
City: Zepherhills
State: Florida
Zip: 0
Type: Health care-Clinic
Class: New Finished building
PermitNo: ~ 5<;> '4: 'L
Storeys: I
*Conditioned Area: 28003
*Cond + UnCond Area: 28003
Max Tonnage: 10.5 (if different, write in)
* denotes lighted area,
Does not include wall
crosection areas
Compliance Summary
Component
Gross Energy Use
Design
11,882,13
Criteria R~s\l.lt
17,726.4 7 PASSES
LIGHTING CONTROLS
EXTERNAL LIGHTING
HV AC SYSTEM
PLANT
WATER HEATING SYSTEMS
PIPING SYSTEMS
Met all required compliance from Check List?
PASSES
None Entered
PASSES
None Entered
PASSES
PASSES
(9NO/NA
IMPORTANT NOTE: An input report Print-Out from EnergyGauge Com of
this design building must be submitted along with this Compliance Report.
01/27/2006
EnergyGauge FlaCom v 2.11 FORM 400A-2004
COMPLIANCE CERTIF1CATION:
,
I ' hereb, certify that the plans and Review of the plans and specifications covered by this
\ ~pecifications covered by this calculation calculation indicates compliance with the Florida Energy
are in compliance with the Florida Energy Code, Before construction is completed, this building will be
Efficiency Code, inspected for compliance in accordance with Section
#/p!C 553.908, F.S.
PREPARED BY: BUILDING OFFICIAL: -f,ll\ f)"'jC7
DATE: //?7-{j6 DATE: j.!~rk
I hereby certify that this building is in compliance
with the Florida Energy Efficiency Code,
OWNER AGENT.
DATE:
If required by Florida law, I hereby certify (*) that the system design is in
compliance with the Florida Energy Code. REGISTRATION
No.
ARCHITECT: Dennis O'Keefe AR7648
ELECTRICAL SYSTEM DESIGNER Mike Spychala 31533
LIGHTING SYSTEM DESIGNER: Mike Spychala 31533
MECHANICAL SYSTEM DESIGNER: Matthew Lewis 56189
PLUMBING SYSTEM DESIGNER: Matthew Lewis 56189
(*) Signature is required where Florida Law requires design to be performed by registered design professionals,
Typed names and registration numbers may be used where all relevant information is contained on signed/sealed
plans.
o II27/2006
EnergyGauge FlaCom v 2.11 FORM 400A-2004
2
Pr.~ject: 05-140
Tille: West Wind ALF
TYpe: Hhlthcare-Clinic
(WEA File: Tampa.tmy)
Whole Building Compliance
Design Reference
Total 65.98 100.00
$11,882.13 $17, 726.47
-------_._-_._--_._~~_.
ELECTRlCITY(MBtu/kWh/$ 65.98 100.00
} 232,983.00 353,117.00
$11,882.13 $17,726.47
-~-------_.._---
AREA LIGHTS 15.79 17.13
55,762.00 60,518.00
$2,843.86 $3,038.00
-...-- -..-
Mise EQUIPMT 4.41 4.41
15,580.00 15,580.00
$794.58 $782.12
~.._,._._-------- _.'u____'.' ___._ ---- -- ~-- -----~~-- -~
PUMPS & Mise 0.08 0.08
279.00 285.00
$14.23 $14.31
--..
SPACE COOL 25.95 28.29
91,649.00 99,892.00
$4,674.10 $5,014.58
--.--
VENT FANS 19.74 50.08
69,713.00 176,842.00
$3,555.36 $8,877.47
---'.- -- -~_.
Credits & Penalties (if any): Modified Points: - 65.99 I PASSES I
External Lighting Compliance
Description Category Allowance Area or Length ELP A CLP
(WlUnit) or No. of Units (W) (W)
(Sqft or ft)
J None I
01/27/2006
EnergyGauge F1aCom v 2.11 FORM 400A-2004
3
Proifct: 05-140
Title: West Wind ALF
\fy.p'e: Healthcare-Clinic
(WEA File: Tampa.tmy)
Lighting Controls Compliance
Acronym Ashrae Description Area No. of Design Min Compli-
ID (sq.ft) Tasks CP CP ance
PrOZo 1 Sp 1 15 Conference/meeting (Multiple 2.394 1 4 1 PASSES
Functions)
PrOZolSpl 17 Office - Enclosed 1.995 1 7 1 PASSES
PrOZ04Sp 1 8 Food Service - Leisure Dining 2.176 1 2 1 PASSES
PrOZo5Spl 7 Food Service - Kitchen 1.222 I 2 1 PASSES
PrOZ06Sp 1 .004 Equipment Room 1.316 1 5 1 PASSES
PrOZo7Spl 5 Corridor 4.950 1 6 2 PASSES
PrOZo8Sp 1 5 Corridor 2.250 1 1 1 PASSES
PrOZo8Sp 1 5 Corridor 2.250 1 1 1 PASSES
PrOZo7Sp 1 5 Corridor 4.950 I 6 2 PASSES
PrOZo8Sp 1 5 Corridor 2.250 1 1 1 PASSES
PrOZo8Sp 1 5 Corridor 2.250 1 1 1 PASSES
I PASSES I
01/27/2006
EnergyGauge FlaCom v 2.11 FORM 400A-2004
4
Proj~ct: 05-140
Title: West Wind ALF
Ty~: Heaithcare-Clinic
(WEA File: Tampa.tmy)
System Report Compliance
PrOSy 1 System 1 Constant Volume Packaged No. of Units
System 1
Component Category Capacity Design Eff Design IPLV Comp-
Eff Criteria IPLV Criteria liance
Cooling System Air Cooled 65000 to 135000 11.00 10.30 11.50 PASSES
Btufh Cooling Capacity
Air Handling Air Handler (Supply) - 0.40 0,90 PASSES
System -Supply Constant Volume
PrOSy2 System 2 Constant Volume Packaged No. of Units
System 1
Component Category Capacity Design Eff Design IPLV Comp-
Eff Criteria IPLV Criteria liance
Cooling System Air Cooled 65000 to 135000 11,00 10.30 11.50 PASSES
Btulh Cooling Capacity
Air Handling Air Handler (Supply) - 0.54 0.90 PASSES
System -Supply Constant Volume
PrOSy3 System 3 Constant Volume Packaged No. of Units
System 1
Component Category Capacity Design Eff Design IPLV Comp-
Eff Criteria IPLV Criteria fiance
Cooling System Air Cooled 65000 to 135000 11.00 10.30 11.50 PASSES
Btulh Cooling Capacity
Air Handling Air Handler (Supply) - 0.34 0.90 PASSES
System -Supply Constant Volume
PrOSy5 System 5 Constant Volume Packaged No. of Units
System 1
Component Category Capacity Design Eff Design IPLV Comp-
Eff Criteria IPLV Criteria liance
Cooling System Air Cooled < 65000 Btulh 13,00 9.70 13,50 PASSES
Cooling Capacity
Air Handling Air Handler (Supply) - 0.39 0.90 PASSES
System -Supply Constant Volume
01/27/2006
EnergyGauge FlaCom v 2.11 FORM 400A-2004
5
PrO$y4 System 4 Constant Volume Packaged No. of Units
System 1
.
\ .
Component Category Capacity Design Elf Design IPLV Comp-
Elf Criteria IPLV Criteria Hance
Cooling System Air Cooled 65000 to 135000 11.00 10.30 11.50 PASSES
Btu/h Cooling Capacity
Air Handling Air Handler (Supply) - 0.54 0.90 PASSES
System -Supply Constant Volume
PrOSy6 System 6 Constant Volume Packaged No. of Units
System 1
Component Category Capacity Design Elf Design IPLV Comp-
Elf Criteria IPLV Criteria Hance
Cooling System Air Cooled 65000 to 135000 10.80 10,30 11,50 PASSES
BtuIh Cooling Capacity
Air Handling Air Handler (Supply) - 0.28 0.90 PASSES
System -Supply Constant Volume
PrOSy7 System 7 Constant Volume Air Cooled No. of Units
Split System < 65000 Btulhr 1
Component Category Capacity Design Elf Design IPLV Comp-
Elf Criteria IPLV Criteria Hance
Cooling System Air Cooled < 65000 Btu/h 13.00 10.00 13,50 PASSES
Cooling Capacity
Air Handling Air Handler (Supply) - 0.21 0.90 PASSES
System -Supply Constant Volume
PrOSy8 System 8 Constant Volume Air Cooled No. of Units
Split System < 65000 Btu/hr 1
Component Category Capacity Design Elf Design IPLV Comp-
Elf Criteria IPLV Criteria Hance
Cooling System Air Cooled < 65000 BtuIh 13.00 10.00 13.50 PASSES
Cooling Capacity
Air Handling Air Handler (Supply) - 0.21 0.90 PASSES
System -Supply Constant Volume
PrOSy9 System 9 Constant Volume Packaged No. of Units
System 1
Component Category Capacity Design Elf Design IPLV Comp-
Elf Criteria IPLV Criteria liance
01/27/2006
EnergyGauge FlaCom v 2.11 FORM 400A-2004
6
CooJing System Air Cooled 65000 to 135000 10.80 10.30 11.50 PASSES
, BtuIh Cooling Capacity
. Air Handling Air Handler (Supply) - 0,28 0.90 PASSES
System -Supply Constant Volume
PrOSylO System 10 Constant Volume Air Cooled No. of Units
Split System < 65000 Btu/hr 1
Component Category Capacity Design Eff Design IPLV Comp-
Eff Criteria IPLV Criteria liance
Cooling System Air Cooled < 65000 Btulh 13.00 10.00 13.50 PASSES
Cooling Capacity
Air Handling Air Handler (Supply) - 0,21 0.90 PASSES
System -Supply Constant Volume
PrOSy 11 System 11 Constant Volume Air Cooled No. of Units
Split System < 65000 Btulhr 1
Component Category Capacity Design Eff Design lPLV Comp-
Eff Criteria IPLV Criteria liance
Cooling System Air Cooled < 65000 BtuIh 13.00 10.00 13.50 PASSES
Cooling Capacity
Air Handling Air Handler (Supply) - 0.21 0.90 PASSES
System -Supply Constant Volume
I PASSES I
Plant Compliance
Description Installed Size Design Min Design Min Category Comp
No Eff Eff IPLY IPLY liance
I None
o l/27/2006
EnergyGauge FlaCom v 2.11 FORM 400A-2004
7
Projt;ct: 05-140
Title: West Wind ALF
Typ~: Heaithcare-Clinic
(WE A File: Tampa.tmy)
Water Heater Compliance
Category Design Min Design Max Comp
Description Type EfT EfT Loss Loss liance
Water Heater 3 Gas Storage water <= 75000 Btufh; 0.95 0.45 PASSES
heater >= 20 Gal
I PASSES I
Project: 05-140
Title: West Wind ALF
Type: Healthcare-Clinic
(WE A File: Tampa.tmy)
Piping System Compliance
Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliancf
(inchesJ Runout? Temp (Btu-inlhr Thick (in) Thick (inl
(F) .SF.F)
Heating System (Steam, Steam 2.00 False 110,00 0.33 1.50 1.26 PASSES
Condensate, & Hot Water)
Heating System (Steam, Steam 1.00 False 130.00 0.33 1.50 0.63 PASSES
Condensate, & Hot Water)
I PASSES I
01/27/2006
EnergyGauge FlaCom v 2.11 FORM 400A-2004
8
Pro~ct: 05-140
Title~ West Wind ALF
Type: Healthcare-Clinic
(WEA File: Tampa.tmy)
Other Required Compliance
Category Section Requirement (write N/A in box if not applicable) Check
Infiltration 406,1 Infiltration Criteria have been met c:Y
System 407,1 HV AC Load sizing has been performed ~
Ventilation 409.1 Ventilation criteria have been met
ADS 410,1 Duct sizing and Design have been performed ~
T&B 410.1 Testing and Balancing will be performed Q/
Motors 414.1 Motor efficiency criteria have been met ~
Lighting 415.1 Lighting criteria have been met ~
O&M 102.1 Operation/maintenance manual will be provided to owner
RooflCeil 404.1 R-19 for Roof Deck with supply plenums beneath it ~
Report 101 Input Report Print-Out from EnergyGauge FlaCom attached?
01/27/2006
EnergyGauge FlaCom v 2.11 FORM 400A-2004
9
Fire Chief Robert Hartwig
ZEPHYRHILLS FIRE DEPARTMENT
6907 Dairy Road, Zephyrhills, FL 33542
Bus (813) 780-0041 Fax (813) 780-0044
FIRE SERVICE USER FEES G
Owner: o~
Billing Address:
Cc,,~ J- ,\I C-~Y'\
Occupancy. No.:
Pllan No.: 1110 - ~ t~
Business Name: ~~ ~ ~ s hk ~
BusinessAddress: b.\ hyY-\ ~\
Business Phone No.:
Business Fax No.:
Contact:
'f/,13~
PLAN REVIEW FEES
~l Site Plan ~
Building Plans ~
Revision ,06 sf
STANDPIPE SYSTEM
[] Per Riser $25
SPRINKLER SYSTEMS
EJ 0 - 25 Heads $30
26 plus Heads $60
FIRE PUMP
[ Per Pump $100
FIRE ALARM SYSTEM
n 0 - 25 Devices $30
o 26 plus Devices $60
SUPPRESSION SYSTEMS
~ Wet $35
Dry $35
C02 $35
Other $35
GREASENENTILATION
o Hood/Ducts $35
PLANS TOTAL ~ 8(;;,
Comments:
~[
INSPECTION FEES
Annual N/C
1 st Re-inspection $25
2nd Re-inspection $50
3rd Re-inspection $125
4th Re-inspection $250
5th Re-Inspection $500
Construction $15
Commercial $25
SPRINKLER SYSTEMS
Hydro Undergrounds $45
Hydrostatic System $45
Wet Acceptance $30
Dry Acceptance $45
Hydrant Flow $25
Hood / Booth $30
Grease Duct $15
FIRE ALARM SYSTEM
n System Acceptance $50
o Recall Acceptance $50
OTHER
Fire Wall/Smoke Wall
LP Gas
Natural Gas
Fuel Tanks
Tent
Billing Phone No.: 77,-7- ""51 ~ 8g-S-
Billing F~ No.: _
Contact: ~~\,~ () ~e.-
PERMIT FEE FALSE ALARM FEE
1 st Alarm N/C
2nd Alarm N/C
3rd Alarm N/C
4th Alarm $25
5th Alarm $50
6th Alarm $75
7th Alarm $100
8th Alarm $150
9th Alarm $200
10th Alarm $250
Non Compliance $150
"Affidavit of Service/Repair"
SPRINKLER SYSTEMS
o Automatic $15
FIRE PUMP
o Fire Pump $15
FIRE ALARM SYSTEM
o Detection $15
OTHER
$15 X-z... ~ LP Gas
$25 Natural Gas
$25 Fire Works
$25 Fuel Tanks
$15
$45
$45
$25
$45
~
c. --- ~ \. '\ \I'\!
Date:~
Inspector:~ ~(N~
GREASENENTILATION
o Hood/Ducts $15
o Kitchen Suppression $15
FALSE ALARM I
TOTAL
"
City of Zephyrhills
Building Department
5335 8th Street
Zephyrhills, Florida 33542
813-780-0020
Fax Cover Sheet
TO:
FROM:
DATE:
SUBJ:
Mr. Dennis O'Keefe
Karen
2-24-06
Letter for Signature
Fax: 727-781-0255
In speaking with Mr. Jerry Oltman, we have attached a copy of our letter which
requires your signature acknowledging the contents of this letter. Upon receipt of
this letter with your signature, Mr. T, Vande Berg and Mr. Burgess will sign this
letter. We will mail the letter back to you with all signatures for your records.
Please return fax to 813-780-0021 .
1117277810255
I
" . .
OKEEFE ARCHITECTS INC
, ,
CLIFF Me DUFFIe
~
crrv otIUNCfL
CATHI.L. COMIITON
CDlft:l1 ~
REGtNA L KINO
VIae Preeident '
, C1.YDEC. BRACKNELL
DAHIEL W._U11GE88
E~A. .,BM
',STEWN F. SPINA'
ottr Manger
UNDA.D. IIOAN
City CIMtc
. KARLA OWENS
CIty Attorrte)f , '
ZOO'd
03/02/06 10:31 IS! :01/01 NO:343
aTYOP ZEPHYRHILLS
. ...t:i'q i:4 ~ ".1MIr" ,
-5336 Efghtt\ S1rMt...:zaphyrhnt.. 'FIG" '.33842.;.Ut2 ,
, (81a~.reo-:oooo"'P:M(e1') 'fIO-OOGG
, (
, :F8brUIIY:n, 2006
, Dennis O'Keefe
'.24~ curIew.Rd.
PIIm HMJor, Fl. :M683 '
, "
. .
Jte: RegBrdIng lWmlt 1uuJng.
Mr..O'K8ete,' ,
o The _ work ~r the Golden ...... S8I'VIcI!i1lne butldfng eaft be doM ~1tw ,
, condltkm'th8t you unde.A.nd you '.. 8t ,.....,.... .... 'The pIens,subMIIlBd tit the Cly
,arz.phyrh. have ngt'bMn 1lPPf'CNed.. ,..... Ira stili laues pending tram the lilt '
S1I8 Plan ~ meetJng a.Id on Jenumyj,81 2006. Starting the de werle now at ~
own rtsk ....nsthit .. the CIty tI Zephyrhllls .' any CDndItana thIIt .., tD be cMriged
du~the'..nn1ng and NivIew PNCIII ~ you must meet theIe condlUonI no mIttIIr '
WhIt. Mather candttton Ut8t needltD be met before the building ....... C8n bIl ...... ..
thIt the Cly' Gf.2.8phyrhas would ftHd Ipproval tram 1he HeIIth Deplrtment .... ttIIIr
revtew .pft)CeI5. . '
n.nk~/j) "
'- ,:;?'/)f/>/~/ ":../'
, 'v?.If(-l~':K- . '~<-'"
,_vandeBerg "
~.o.r'~,
awot~IlIs,
B13-710-0006 .
tVB~ r,~yrhIIk,".Us
....-., '7'" ,
, ..'/ "
J }/ 0 00
f/lt.s ..;t~~~~,":
&II Burgess . ,( ) .
~ lulrctlng Offtdal
Otit. d Zfiphyrhills
813-701-002O.' .
bbu"':':"lf .... -t,yrhIlII.tI.ta,
\,....
"
,"
.
. ,
, ~ sign to' ~ tMt yau, u"'~nd IInd are In ian-nent tID the "
M~. .'
" ,
.'
.' -,.,,' 'Mr. ,
" , 2't24 CUrlew Rd.' ,
, ' ',.. PeIm Harbor.' Fl. 3-1683
. '.~.
'.. .
. .
.,...
," '
'.
lZOO-DBL-fIB 'ON XVd
~la11n8 Sl1IHHAHd3Z Wd Ai: 10 1 Ha/900'Z/.Z/8XJ
(FJ
M. P. SPYCHALA & ASSOC., INC.
CONSULTING ENGINEERS
240 PINE AVENUE N. * OLDSMAR, FLORIDA 34677
PH,(813) 855-2721 * FAX(813) 855-2741
MPSPYCH@SPYCHALAENGINEERS.COM
23 YEARS OF SERVICE 1984 - 2007
MEMORANDUM
Date:
To:
From:
Subject:
MPS Job No:
October 16, 2007
Building Department
Michael P. Spychala P,E.
Westwinds
205296
Rl~.
,.
Wiring methods
To Whom it May Concern,
The dining area in this facility has been wired with non-metallic sheathed cable (Romex) by the contractor. It has
be{lO determined that a maximum occupant load of 99 people will be allowed to occupy this space at any
particular time. In accordance with the fire marshal's instructions signs will be posted that limit the occupant load
to 99 people or less.
If the occupancy is limited to 99 people or less the requirements of Article 518 of the National Electrical Code
will not apply as these requirements only apply to Assembly Occupancies intended for 100 people or more. This
being the case, non-metallic sheathed cable is an acceptable wiring method for this space in this building.
If you have any questions regarding this issue, please contact our office for clarification.
SirH.:erely,
11tI.dd P. S~ P&
President
FL PE#3l533
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Page I of I
CITY OF
ZEPHYRHILLS
IINOTICE"
OF ADDITION OR CORRECTION
BUILDING
DEPARTMENT
DO NOT REMOVE
[ADDRESS / DATE PERMIT ." I
;''7111 qvV/J BIN )-,;(30--:>:; 111... .
THIS JOB HAS NOT BEEN COMPLETED. T~e following additions or corrections shall be made before the job
will be accepted.
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It is unla",lful for any Carpenter, Contractor, Builder, or other persons, to
cover or (:aUH to be covered, any part of the worX with flooring,' lath, earth.
or other material, until the proper inspector has had ample time to approve
the installation,
OFFICE HOURS 7:30AM -4:30 PM MON,-FRI.
AFTER CORRECTIONS ARE MADE CALL
780-0020 Z;T:j
INSPECTOR f
CITY OF
ZEPHYRHILLS
IINOTICE"
OF ADDITION OR CORRECTION
BUILDING
DEPARTMENT
DO NOT REMOVE
[ A09RE~ DATE PERMIT ." I
A 'W.~1'] 7-/2-'-07 r-94'.:2-
THIS ,JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be mad; before the job
will be accepted.
Nt fip/l // k (//'V1J- Pncl ri'7
F/<- &fJ4i ??
/k<~~
It is unlawful for any Carpenter, Contractor, Builder, or other persons, to
cover or c:ause 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.
OFFICE HOURS 7:30AM -4:30 PM MON,-FRI.
AFTER CORRECTIONS ARE MADE CALL
780-0020 FOR RE-INSPECTION
INSPECTOR k S
CITY OF
ZEPHYRHILLS
"NOTICE"
OF ADDITION OR CORRECTION
BUILDING
DEPARTMENT
DO NOT REMOVE
[ADDRESS DATE PERMIT 4-
371 II ?tlt;~ /)/1.1/ $-' 'C}-O/ f7<j~
THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the jab
will be accepted.
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AFTER CORRECTIONS ARE MADE CALL
780-00n-~ECTION
INSPECTOR A
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,
OFFICE HOURS 7:30AM -4:30 PM MON,-FRI.
. .
- Sill Burgess
Page 1 of 1
From: Dennis O'Keefe [dennis@okeefearch,com]
Sent: Thursday, June 22,20067:26 AM
To: Bill Burgess
C:c: 'Jerry B. Oltman'
Subject: West Winds Assisted Living Facility- Health Department review of kitchen
Attachments: WestWinds.pdf
Hello Bill,
Attached is a letter request and copy of the comments from the Pasco County Health Department.
Dennis E. O'Keefe
President
O'K.eefe Architects inc.
2424 Curlew Road
Palm Harbor, FL 34683
727'-781-5885 phone
727'-781-0255 fax
dennis@okeefearch.com
6/22/2006
0'0 J \)'(0
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Go
en Hearth Services
June 21, 2006
Bill Burgess
Building Official
City of Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542
RE: West Winds Assisted Living Facility
37411 Eiland Blvd.
Dear Mr. Burgess;
We have met with the Pasco County Health Department regarding the kitchen design and they have
asked for a few minor changes. A copy of their comments is attached,
Weare in process of making the requested revisions and will be resubmitting to them for a final review.
Apparently some of their staff is on vacation and they don't know exactly by who or when the fmal
approval will be issued,
I am asking if you might consider going ahead with the issuance of the formal building permit with my
assurance that we will do whatever is necessary to obtain the Health Department's final approval.
Your consideration of this is greatly appreciated,
Best regards,
(~..~
Dennis E, O'Keefe
.2424 Curfew Road' · Pa(m Harbor, FL 34683 · yfione: 727-781-5885 fax: 727-781-0255
CertainTeed.
Builders Statement
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11/11/2007 SUN 23 : 31 FAX
InstilSafe@ SP
FiberGlass Blowing Insulation
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Homeowner Name I Jobsite Name
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Company Name
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Date
Builder (sign)
Company Name
Date
Inspected By (sign if required)
Date
OPEN ATTIC APPLICATION
MINIMUM MAXIMUM NET SQ, FT. MINIMUM WEIGHT- M1Nl11U11 MINIMUM
R.VALUE BAGS PER 1000 sa. FT. PER BAG COVERAGE POUNDS PER SQ. FT. INSTAlLED THICKNESS SETTLED THICKNESS
To obtain a Bags per Coments of bag Weight per sq. It, ot Instilled insulation Minimum sellled insulation
thermal resistance 1000 sq. It, shaH not cover installed insulation shall shall not be less 1han: shall not be less lhan:
(R)ot: 01 net area: mOle lIlan: (sq, It,) nO! be less than: (Ibs,) (In,) (in,)
60 31.4 31,9 0.972 22,00 22,00
49 252 39.7 0,780 18,50 18.50
44 22,4 44,6 0,695 16,75 16,75
38 19.1 52.5 0.591 14,50 14.50
I'3Q) ~ ~..1) 70,462"> 1'i1.75'1 7'11.75 ')
26 12.8 77.9 0,398 10.25 10,25
22 10,8 92.9 0,334 8.75 8,75
19 9.3 107,4 0,289 7,75 7,75
13 6.2 161,7 0,192 5,25 5.25
11 5,3 190,5 0,163 4,50 4,50
R.VALUE THICKNESS NET AREA (SQ. FT,) INSULSAFE SP (0') BAGS USED BATTSIIlOLLS (0')
CEILINGS tz.-'O II...., ~ I' V"'"
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WALLS
FLOORS
THERMAL PERFORMANCE-ATTIC BLOWING APPLICATION
· In accordance with the chart above, you must install the minimum number of bags per 1,000 sq, ft. of net area for each
R-Value listed.
· The maximum net coverage must not exceed that specified for each R-Value,
· The insulation must be installed at or above the specified installed thickness tor each R-Value.
· Failure 10 install the required minimum weight per sq. ft. of insulation at or above the initial installed thickness will result in
reduced R-Value.
· This product should nol be mixed with other blown insulations or the thermal claims will become invalid,
DANGER: RECESSED LIGHT FIXTURES-TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF
SUCH DEVICES. THIS WARNING DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT
FIXTURES WITH THERMALLY PROTECTED BALLASTS.
C2oo7 CertainTeed Corporalion
A Saint.GObain Company
30-24.298 Buildell5 Stalemen1 2107
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PERFORMANCE BUSINESS PRODUCTS. INC. 813-719-8008 FAX 813-7111-70111
CITY OF ZEPHYRHllLS
ZEPHYRHILLS, FLORIDA
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WATER ACCT. NO.
DATE If-I4..(){r>
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_ DATE
_ MISC. CHARGE
WORK COMPLETED BY
& DATE COMPLETED
ORDER TAKEN BY
Retain white form in office at all times,
Send pink & yellow forms to Water Service De '
Water Service Dept. to sign yellow form & retum to office,
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BlIIUYNG SHALL COMPLY WITH
A,LL APPLICABLE BUILDING
ELECTRiCAL, PLUMBING ANn
MECHANICAL CODES,
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ADDENDUM NO.1
WEST WINDS ALF
ZEPHYRHILLS, FLORIDA
PROJECT NO.: 0534
REVIEW DATE: ;a. ~L
CITY OF ZEPHY IL ~
AUGUST 18 2006 BUILDING OFFICIAL ';XC ( "7f
THE FOLLO~ING SHALL BE INCLUDED WITH AND CONSIDERED A PAR OF THE ORIGINAL
CONTRACT DOCUMENTS DATED JANUARY 18,2006, PREPARED BY O'KEEFE ARCHITECTS
INe., TO THE SAME EXTENT AS IF EACH WERE INCLUDED THEREIN FOR THE
CONSTRUCTION OF WEST WINDS ALF. ALL TRADES SHALL REVIEW EACH ITEM AND
MAKE JUDGEMENT AS TO THE EFFECT ON THE ITEM ON TIlE TRADE,
THIS ADDENDUM CONSISTS OF ITEMS A-I THROUGH A-2I,
THE FOLLOWING IS A LIST OF MAJOR CHANGES THAT HA VB OCCURRED IN THIS
ADDENDUM. REFER TO TIlE SHEET DESCRIPTIONS BELOW AND ACTUAL DRAWINGS FOR
SPECIFIC CHANGES, NOTE THAT TIllS ADDENDUM INCLUDES ARCHITECTURAL
DRA WINGS ONLY FOR THE PURPOSE OF PRICING; REVISED ENGINEERING DRAWINGS TO
FOLLOW IN FUTURE ADDENDUM,
1. ALL EXTERIOR WALLS HA VB BEEN REVISED TO 5" TIlICK PRECAST CONCRETE
INSULATED WALL PANELS WITH AN R- VALUE OF 7. THE EXTERIOR WALL FINISH
SHALL BE FffiERCEMENT LAP SIDING INSTALLED DIRECTLY TO THE PRECAST
PANEL OVER BITIJMIMOUS DAMPPROOFING. THE INTERIOR FINISH SHALL
CONSIST OF CONTINIOUS %" RIGID FOAM DOUBLE-SIDED FOIL FACE INSULATION
(R-4) WITH TAPED JOINTS, 2X2 WOOD FURING AT 24" O.e. WITH I-LAYER Yz" GWB.
IT IS THE INTENT THAT TIlE %" INSULATION SHALL HA VB NO TIlERMAL BREAKS
AND FORM VAPOR BARRIER. THE INTENT IS THAT THE PRECAST WALL PANELS
WILL PROJECT TO TIlE TRUSS BEARING HEIGHT. GABLE TRUSS SHALL FORM
GABLE ENDS. P ARAPET WALLS SHALL BE WOOD FRAMED. THE PRECAST PANELS
HAVE INTEGRAL 2X6 P.T. WOOD TOP PLATE NAILER AND FULL-DEPTH BUCKS AT
ALL WINDOWS, DOORS, LOUVERS, ETe. TIlE ORIGINAL DESIGN CONSISTED OF 2X6
WOOD STUDS AT 16" O.c. WITH R-19 BAIT INSULATION WITH 7/16" CDX PLYWOOD
WITH TYVEC BUILDING WRAP AND FffiERCEMENT LAP SIDING, THE INTERIOR
FINISH WAS Yz" GWB AITACHED TO THE STUDS. TIlE PRECAST WALL PANELS
SHALL BE CERTIFIED BY THE PRECAST PANEL MANUFACTURER FOR A WIND
SPEED UP TO 140 MPH. THE PRECAST WALL P ANEL MANUFACTURER WILL
PROVIDE AND INSTALL ALL BASE OF WALL SEALS AND VERICAL JOINT SEALS
FOR A AIR AND WATER TIGHT WALL ASSEMBLY, THE ONLY EXTERIOR WALL
DIMENSION CHANGE THAT HAS OCCURRED SINCE TIlE CHANGE FROM WOOD
STUDS TO PRECAST WALL PANELS IS AT THE EXIT DOOR ALCOVES ON TIlE
EXTREME EAST AND WEST SIDES OF THE BUILDING,
THE BUILDING FOUNDATION HAS BEEN REVISED TO INDICATE THE SCHEDULED
POST-TENSIONED MONOLITHIC FOUNDATION, FINAL FOUNDATION SIZE IS
SUBJECT TO CHANGE PENDING THE POST-TENSION FOUNDATION ENGINEER'S
REVISED DRAWINGS BASED ON THE PRECAST WALL PANEL REVISION, A
CONTINIOUS 1-1/2" DEEP X 5-1/2" WIDE RECESSED NOTCH HAS BEEN ADDED AT
ALL EXTERIOR WALL LOCATIONS TO ACCOMMODATE TIlE PRECAST WALL
PANELS, TIlE POST-TENSIONED FOUNDATION REINFORCING TENDONS WILL NEED
TO BE COORIDINA TED WITH THE PRECAST W ALL PANEL FASTENER LOCATIONS.
P:\2005\0534\ADDENDUM 1 \ADDENDUM-I.DOC
3. THE 4-HOUR CMU FIRE WALLS HAVE BEEN ELIMINATED DUE TO THE CHANGE n-(,
CONSTUCTION TYPE; INSTEAD A I-HOUR FIRE/SMOKE WOOD STUD P ARTION IS
SCHUDELED TO BREAK THE BUILDING INTO 3 SMOKE COMPARTMENTS. ALL FIRE
RETARTANT WOOD MATERIALS ASSOCIATED WITH THE 4-HOUR FIRE WALLS HAS
BEEN ELIMINATED.
4, THE KICHEN HAS BEEN REVISED BASED ON THE COMMENTS OF THE HEALTH
DEPARTMENT AND END USER COMMENTS. A SECOND WALL-MOUNTED HAND
SINK HAS BEEN ADDED AT THE PREP AREA, THE ICE MACHINE AT WAIT PREP
AREA HAS BEEN REVISED TO A COUNTERTOP UNIT, THE COUNTERTOP EXTENDED
AND SECOND DROP-IN SINK ADDED FOR HAND WASHING, A FLOOR DRAIN HAS
BEEN ADDED BELOW THE STEAM TABLE, THE SIZE OF THE 3-COMPARTMENT SINK
HAS BEEN REDUCED AND A WING WALL HAS BEEN ADDED BETWEEN 3-
COMPARTMENT SINK AND DISHWASHER. THE FOLLOWING PIECES OF EQUIPMENT
HAVE BEEN ADDED: HEATERlPROOFER, MOBILE PREP TABLE, DOUBLE-SIDED
REACH-IN REFRIGERATOR, SECOND REACH-IN REFRIGERATOR, TWO TRAY IPLA TE
CABINETS, HANGING POT RACK, AND MICROWAVE, THE MOBILE SALAD BAR HAS
BEEN INDICA TED AS FUTURE, BUT THE HUB DRAIN SHOULD REMAIN WITH A
FLOOR PLATE COVER FOR FUTURE USE, THE DOOR AT THE OFFICE AND
CORRIDOR SERVICE ENTRANCE HAVE BEEN RECONFIGURED TO FLOW BEITER.
THE DOORS TO THE JANITOR CLOSET AND SECOND STAFF ENTRY INTO THE
PRIVATE DINING ROOM HAVE BEEN REVISED TO 30" WIDE. THE NON-
COMBUSTIBLE WALL ADJACENT TO THE ANSUL KITCHEN HOOD HAS BEEN
REVISED TO 4" STRUCTURAL METAL STUDS WITH Yz" CEMENT BASED TILE
BACKER BOARD AND CERAMIC TILE IN LIEU OF THE ORIGINALLY SCHEDULED 8"
CMU WALL WITH CERAMIC TILE. THE KICHEN EQUIPMENT SCHDUELE HAS BEEN
UPDATED TO REFLECT THE ACTUAL EQUIPMENT QUOTED BY THE BELTRAM FOOD
SERVICE.
5, AT THE TWO NOURSHMENT STATIONS, HUB DRAINS HAVE BEEN ADDED INSIDE
THE MILL WORK FOR COUNTERTOP ICE MAKERSIDISPENSERS.
6. THE AlC CONDENSING UNITS FOR THE SPLIT SYSTEM AlC SYSTEMS HAVE BEEN
RELOCATED TO REDUCE THE LENGTH OF REFRIGERANT LINES AND SEPARATE
THE RESIDENT SEATING AREAS FROM THE UNITS.
7, THE ROOF FASCIAS HAVE BEEN REVISED TO FIBERCEMENT FASCIA BOARD OR
COMPOSITE WOOD FASCIA BOARD (CONTRACTOR'S OPTION) OVER A 2X WOOD
SUB-FASCIA IN LIEU OF THE ORIGINAL BUILT-UP WOOD SUB-FASCIA WITH
PREFINISHED ALUMINUM WRAP. THE SOFFITS HAVE BEEN REVISED TO BE
HORIZONTAL WITH 2X4 WOOD KICKERS AT 48" O.c. IN LIEU OF THE ORIGINAL
SLOPED SOFFIT AITACHED TO THE BOITOM OF THE TRUSS TAILS.
8. ALL EXTERIOR WINDOW AND DOOR DETAILS HAVE BEEN REVISED TO INDICATE A
RECESSED OPENING IN LIEU OF FLANGE-MOUNTED TO THE EXTERIOR BUILDING
FACE. ALL OPENING HEAD HEIGHTS HAVE BEEN REVISED TO CORRIDINA TE WITH
THE SOFFIT TRIM HEIGHT.
9. THE CONTlNIOUS DECORATIVE SILL AT THE EXTERIOR PERIMETER OF THE
BUILDING HAS BEEN REVISED TO A BUILT-UP FIBERCEMENT BOARD DETAIL IN
LIEU OF PREFINISHED ALUMINUM WRAP OVER CUT 2X BACKER.
P:\2005\0534\ADDENDUM I \ADDENDUM-I.DOC
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10, AT THE COVERED WALK ADJACENT TO THE KITCHEN AND DINING, PRE,. \ \,vt.0 ~
ENGINEERED WOOD LVL'S HAVE BEEN INDICATED IN LIEU OR USING A BUILT-up\' , \)!1CI' f\ C
DIMENSIONAL LUMBER BEAM (CONTRACTOR'S OPTION). . t ~ \
.' ~~
~l \'1\
11. AT THE FRONT ENTRY, STEEL TUBE COLUMNS 'FT AND 'F8 ' HAVE BEEN SHIFTED
TO THE NORTH TO THE INSIDE OF THE PRECAST CONCRETE WALL PANELS AND
CONCEALED INSIDE GWB PILASTERS, COORIDIATION WILL BE REQUIRED WHERE
THE STEEL BEAMS SUPPORTING THE ENTRY CANOPY PASS THROUGH THE GABLE
END TRUSSES,
12, PER THE REQUEST OF THE HEALTH DEPARTMENT, THE WALL FINISH AT THE
STAFF TOILET ROOMS A27 AND A28 HAVE BEEN REVISED TO EPOXY WALL PAINT.
A CERAMIC TILE WAINSCOT HAS BEEN ADDED TO PUBLIC TOILET ROOMS A29
AND A30.
13. PER THE REQUEST OF THE BUILDING DEPARTMENT, BAITERY BACK-UP LIGHT
FIXTURES HAVE BEEN ADDED IN A18 MECHANICAL, A19 ELECTRICAL AND AlO
CLEAN LINEN.
14, THE ARCHITECTURAL SITE PLAN HAS BEEN REVISED TO REFLECT THE AS-BUILT
CONDITIONS OF THE SITE UTILITIES TO THE BEST OF OUR KNOWLEDGE, THE
PARKING AREAS AT THE SOUTH OF THE BUILDING HAVE BEEN REVISED TO MOVE
AN ADA PARKING SPACE TO THE ENTRANCE. LANDSCAPE ISLANDS HAVE BEEN
ADDED TO PRESERVE TWO EXISTING TREES AT THE ENTRANCE ORGINALL Y
SCHEUDLED TO BE DEMOLISHED, THE ENTRY DRIVE TO THE SITE HAS BEEN
REVISED TO PRESERVE ONE EXISTING TREE ORIGINALLY SCHEDULED TO BE
DEMOLISHED, A RAMP WITH SITE-CAST CONCRETE RETAINING WALL AND
GUARDRAILIHANDRAIL HAS BEEN ADDED TO THE NORTHEAST EXIT DOOR. THE
DUMPSTER ENCLOSURE HAS BEEN REVISED TO PRECAST CONCRETE PANELS
WITH FIBERCEMENT LAP SIDING AND PAINTED INTERIOR IN LIEU OF 8" CMU WITH
CEMENT PLASTER FINISH,
REFER TO THE DRAWINGS:
ITEM A-I:
DRAWING SP 1.01 - ARCHITECfURAL SITE PLAN
A, REVISE FULL-SIZE DRAWING SP1.01 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING SP1.01, DELTA 1, DATED AUGUST 18,
2006. REVISE THE ARCHITECfURAL SITE PLAN BY INDICATING THE
STRUCTURE AS "NEW 46,781 S.F. I-STORY MASONRY BUILDING" IN LIEU
OF "NEW 47,734 S.F. I-STORY WOOD FRAME BUILDING", INDICATE SITE
UTILITES PER AS-BUILT CONDITIONS PER THE DRAWING, REVISE
PARKING AREAS SOUTH OF THE BUILDING PER THE DRAWING, ADD
SIDEWALK RAMP WI SITECAST CONCRETE RETAINING WALL AND
GUARDRAIL TO THE NORTHEAST EXIT, REVISE THE SITE DATA TABLE
PER THE DRAWING.
ITEM A-2:
DRAWING 11.01- INFORMATION & WALL TYPE SHEET
A. REVISE FULL-SIZE DRAWING 11.01 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING 11.01, DELTA 1, DATED AUGUST 18,2006.
REVISE THE WALL TYPE DETAILS BY REVISING WALL TYPES A, B, C, F,
H, J, K PER THE DRAWING (NOTE ALL EXTERIOR 2X6 WOOD STUD
P:\2005\0534\ADDENDUM 1 \ADDENDUM-l ,DOC
ITEM A-3:
ITEM A-4:
ITEM A-5:
ITEM A-6:
WALLS HAVE BEEN REVISED TO PRECAST CONCRETE INSULATED
WALL PANELS AND 4-HOUR FIRE W ALLS HAVE BEEN DELETED).
REVISED GENERAL NOTES BY ADDING NOTE #8 IN ITS ENTIRETY PER
THE DRAWING (GENERAL REQUIREMENT FOR PRECAST CONCRETE
INSULA TED WALL PANELS).
DRAWING 12,01 - LIFE SAFETY FLOOR PLAN
A. REVISE FULL-SIZE DRAWING 12.01 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING 12.01, DELTA 1, DATED AUGUST 18,2006.
REVISE THE LIFE SAFETY FLOOR PLAN BY REVISING ALL EXTERIOR
WALLS TO PRECAST CONCRETE INSULATED WALL PANELS, REVISING
THE SMOKE COMPARTMENT AREAS TO AREA INDICATED ON
DRAWING, REVISING THE 4-HOUR FIRE WALLS TO I-HOUR FIRE/SMOKE
PARTITIONS, REVISING THE KITCHEN LAYOUT PER THE DRAWING,
REVISE THE LIFE SAFETY DATA TABLE BY REVISING THE SMOKE
COMPARTMENT AREAS PER THE DRAWING AND RECALCULATING THE
ALLOWABLE BUILDING AREA PER THE REVISED BUILDING TYPE.
REVISE THE OCCUPANCY/CONSTRUCTION CLASSIFICATION TABLE BY
REVISING THE BUILDING TYPE TO I1I-B AND ADJUSTING THE
COMPONENT REQUIREMENT ACCORDINGLY PER THE DRAWING.
DRAWING AI.O 1 - OVERALL BUILDING PLAN
A. REVISE FULL-SIZE DRAWING A1.01 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A1.0I, DELTA 1, DATED AUGUST 18,2006.
REVISE THE OVERALL BUILDING PLAN BY REVISING ALL EXTERIOR
WALLS TO PRECAST CONCRETE INSULATED WALL PANELS, REVISING
THE4-HOURFlRE WALLS TO I-HOUR FIRE/SMOKE PARTITIONS,
REVISING THE KITCHEN LAYOUT PER THE DRAWING, RELOCATING
THE AlC CONDENSING UNITS PER THE DRAWING, SHIFTING THE
LOCATION OF COLUMNS 'FT AND 'F8' PER THE DRAWING, REVISING
THE EXTERIOR RECESSED ALCOVE WIDTHS AT THE EXTREME EAST
AND WEST EXIT DOORS PER THE DRAWING, ADDING A SIDEWALK
RAMP W/ SITECAST CONCRETE RETAINING WALL AND GUARDRAIL AT
THE NORTHEAST EXIT DOOR, AND INDICATING ALL SITE UTILITIES
AND PARKING PER THE REVISED ARCHITECTURAL SITE PLAN. REVISE
CONSTRUCTION NOTES BY REVISING ITEM #41 PER THE DRAWING.
DRAWING AI,02 - "A" WING BUILDING PLAN
A. REVISE FULL-SIZE DRAWING A1.02 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A 1.02, DELTA 1, DATED AUGUST 18,2006,
REVISE THE "A" WING BUILDING PLAN BY REVISING ALL EXTERIOR
WALLS TO PRECAST CONCRETE INSULATED WALL PANELS, REVISING
THE 4-HOUR FIRE WALLS TO I-HOUR FIRE/SMOKE P ARTmONS,
REVISING THE KITCHEN LAYOUT PER THE DRAWING, SHIFTING THE
LOCATION OF COLUMNS 'FT AND 'F8' PER THE DRAWING, AND
INDICATING ALL SITE UTILITIES AND PARKING PER THE REVISED
ARCHITECTURAL SITE PLAN. REVISE CONSTRUCTION NOTES BY
REVISING ITEM #41 PER THE DRAWING, REVISE THE KITCHEN
EQUIPMENT SCHEDULE PER THE DRAWING,
DRAWING AI.03 -- "B" WING BUILDING PLAN
A, REVISE FULL-SIZE DRAWING A1.03 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A1.03, DELTA 1, DATED AUGUST 18,2006.
REVISE THE "B" WING BUILDING PLAN BY REVISING ALL EXTERIOR
WALLS TO PRECAST CONCRETE INSULATED WALL PANELS, REVISING
THE 4-HOUR FIRE WALLS TO I-HOUR FIRE/SMOKE PARTITIONS,
P:\2005\0534\ADDENDUM 1 \ADDENDUM-I.DOC
ITEM A-7:
ITEM A-8:
ITEM A-9:
ITEMA-IO:
RELOCATING THE AlC CONDENSING UNITS PER THE DRAWING,
REVISING THE EXTERIOR RECESSED ALCOVE WIDTHS AT THE
EXTREME EAST EXIT DOOR PER THE DRAWING, ADDING A SIDEWALK
RAMP W / SITECAST CONCRETE RETAINING WALL AND GUARDRAIL AT
THE NORTHEAST EXIT DOOR, AND INDICATING ALL SITE UTILITIES
AND PARKING PER THE REVISED ARCHITECTURAL SITE PLAN, REVISE
CONSTRUCTION NOTES BY REVISING ITEM #41 PER THE DRAWING,
DRAWING A 1,04 - "c" WING BUILDING PLAN
A. REVISE FULL-SIZE DRAWING A1.04 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A 1.04, DELTA 1, DATED AUGUST 18,2006,
REVISE THE "c" WING BUILDING PLAN BY REVISING ALL EXTERIOR
WALLS TO PRECAST CONCRETE INSULATED WALL PANELS, REVISING
THE 4-HOUR FIRE WALLS TO I-HOUR FIRE/SMOKE PARTITIONS,
RELOCATING THE AlC CONDENSING UNITS PER THE DRAWING,
REVISING THE EXTERIOR RECESSED ALCOVE WIDTHS AT THE
EXTREME WEST EXIT DOORS PER THE DRAWING, AND INDICATING
ALL SITE UTILITIES AND PARKING PER THE REVISED ARCHITECTURAL
SITE PLAN. REVISE CONSTRUCTION NOTES BY REVISING ITEM #41 PER
THE DRAWING.
DRAWING A2.0 1 - TYPICAL UNIT ENLARGED PLANS
A, REVISE FULL-SIZE DRAWING A2.0I DATED JANUARY 18, 2006 PER
REVISED FULL-SIZE DRAWING A2,OI, DELTA 1, DATED AUGUST 18,2006,
REVISE ALL THE LIVING UNIT PLANS BY INDICATING THE EXTERIOR
WALLS AS PRECAST CONCRETE INSULATED WALL PANELS, REVISE 1-
BEDROOM SUITE FLOOR PLAN BY INDICATING LOCATION OF POSSIBLE
MECHANICAL CLOSET, REVISE CONSTRUCTION NOTES BY REVISING
ITEM #41 PER THE DRAWING.
DRAWING A2.02 - ENLARGED FLOOR PLANS
A. REVISE FULL-SIZE DRAWING A2.02 DATED JANUARY 18, 2006 PER
REVISED FULL-SIZE DRAWING A2.02, DELTA 1 , DATED AUGUST 18, 2006.
REVISE THE ENLARGED KITCHEN, LAUNDRY & PUBLIC TOILET PLAN
BY REVISING ALL EXTERIOR WALLS TO PRECAST CONCRETE
INSULATED WALL PANELS, REVISING THE KITCHEN LAYOUT BY
REVISING PREVIOUS NON-COMBUSTIBLE CMU TO A NON-
COMBUSTIBLE LOAD-BEARING STRUCTRUAL METAL STUD WALL,
RECONFIGURING DOORS AT KlCHEN OFFICE, ADDING NEW WING WALL
AT 3-COMPARTMENT SINK, ADDING WALL-MOUNTED HANDSINK AT
PREP AREA, EXTENDING CASEWORK AND ADDING SECOND DROP-IN
SINK AT THE WAIT PREP AREA, REDUCING THE DOORS TO 30" AT
SECOND PRIVATE DINING DOOR AND JANITOR CLOSET, ADDING NEW
KITCHEN EQUIPMENT ITEMS 55 THROUGH 60. REVISE ENLARGED
TYPICAL SPA PLAN BY INDICATING LOCATION OF RADIANT HEAT
PANEL PER THE DRAWING, REVISE CONSTRUCTION NOTES BY
REVISING ITEM #41 PER THE DRAWING, REVISE THE KITCHEN
EQUIPMENT SCHEDULE PER THE DRAWING,
DRAWING A3,OI - "A" WING REFLECTED CEILING PLAN
A. REVISE FULL-SIZE DRAWING A3,OI DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWINGA3.0I, DELTA 1, DATED AUGUST 18,2006.
REVISE "A" WING REFLECTED CEILING PLAN BY REVISING ALL
EXTERIOR WALLS TO PRECAST CONCRETE INSULA TED WALL PANELS,
ADD BATTERY BACKUP LIGHT FIXTURES TO AI8 MECHANICAL, AI9
P:\2005\0534\ADDENDUM 1 \ADDENDUM-I.DOC
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ITEM A-ll:
ITEM A-12:
ITEM A-13:
ITEM A-I4:
ITEM A-I5:
ITEM A-I6:
ITEM A-I7
ELECTRICAL, AND A20 CLEAN LINEN PER THE BUILDING
DEPARTMENT'S REVIEW COMMENTS.
DRAWING A3.02 - "B" WING REFLECTED CEILING PLAN
A. REVISE FULL-SIZE DRAWING A3.02 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A3.02, DELTA 1, DATED AUGUST 18,2006,
REVISE "B" WING REFLECTED CEILING PLAN BY REVISING ALL
EXTERIOR WALLS TO PRECAST CONCRETE INSULA TED WALL PANELS,
INDICATE LOCATION OF RADIANT CEILING PANEL IN B41 SPA,
DRAWING A3.03 - "c" WING REFLECTED CEILING PLAN
A. REVISE FULL-SIZE DRAWING A3.03 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A3.03, DELTA 1, DATED AUGUST 18,2006,
REVISE "c" WING REFLECTED CEILING PLAN BY REVISING ALL
EXTERIOR WALLS TO PRECAST CONCRETE INSULATED WALL PANELS,
INDICATE LOCATION OF RADIANT CEILING PANEL IN C40 SPA.
DRAWING A3.04 - TYPICAL UNIT REFLECTED CEILING PLANS
A. REVISE FULL-SIZE DRAWING A3.04 DATED JANUARY 18, 2006 PER
REVISED FULL-SIZE DRAWING A3.04, DELTA 1, DATED AUGUST 18,2006.
REVISE ALL LIVING UNIT REFLECTED CEILING PLANS BY REVISING
ALL EXTERIOR WALLS TO PRECAST CONCRETE INSULATED WALL
PANELS.
DRAWING A4.0 1 - ROOF PLAN
A. REVISE FULL-SIZE DRAWING A4.01 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A4,OI, DELTA 1, DATED AUGUST 18,2006.
REVISE ROOF PLAN BY ELIMINATING ALL 4-HOUR FIRE WALLS AND
REQUIREMENT FIRE RETART ANT WOOD MATERIAL. REVISE GUTIER
DETAIL (OWNER ALTERNATE) BY PROVIDING FffiERCEMENT FASCIA IN
LIEU OF WOOD BLOCKING WI PREFINISHED ALUMINUM BREAK METAL
FASCIA AND INDICATING HORIZONTAL SOFFIT WITH KICKERS.
DRAWING A5.01 - ELEVATIONS
A. REVISE FULL-SIZE DRAWING A5,OI DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A5.0I, DELTA 1, DATED AUGUST 18,2006.
REVISE ALL BUILDING ELEVATIONS BY REVISING FffiERCEMENT
BOARD FASCIAS IN LIEU OF PREFINISHED ALUMINUM BREAK METAL,
INDICATING ALL ROUND ARCHITECTURAL LOUVERS AS DECORATIVE
(SURFACE APPLIED NON-FUNCTIONAL), AND ELIMINATING THE NOTE
FOR FIRE RETARTANT MATERIALS AT FORMER4-HOUR FIRE WALLS.
DRAWING A6.01 - BUILDING SECTIONS
A. REVISE FULL-SIZE DRAWING A6.01 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A6.0I, DELTA 1, DATED AUGUST 18,2006.
REVISE ALL BUILDING SECTIONS BY REVISING EXTERIOR WALLS UP
TO THE TRUSS BEARING POINT AS 5" THICK PRECAST CONCRETE
INSULATED PANELS IN LIEU OF 6" WOOD STUDS, REVISE ALL
WINDOWS AND DOORS TO BE RECESSED IN LIEU OF FLUSH WITH THE
EXTERIOR WALLS, REVISE ALL SOFFITS TO BE HORIZONTAL WITH
KICKERS IN LIEU OF SLOPING, REVISE BEAMS AT EXTERIOR
W ALKW A YS TO PREENGINEERED WOOD L VL'S IN LIEU OF BUILT-UP
DIMENSIONAL LUMBER, REVISE ALL FOUNDATIONS TO BE POST-
TENSIONED IN LIEU OF TRADITONAL MONOLITHIC SLAB-ON-GRADE,
DRAWING A7.0I- SECTION DETAILS
P:\2005\0534'LADDENDUM 1 \ADDENDUM-I.DOC
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ITEM A-I8
ITEM A-I9
ITEM A-20
A, REVISE FULL-SIZE DRAWING A 7,01 DATED JANUARY 18,2006 PER . ~ ~0<' .
REVISED FULL-SIZE DRAWING A7.0I, DELTA 1, DATED AUGUST 18, 2006. FL'~/tJ ,I"
REVISE ROOF DETAILS #1, #2, #3, #5, #6 BY INDICATING FIBERCEMENT ,p- , -,~': /
BOARD FASCIA OVER 2X WOOD SUBF ASCIA IN LIEU OF PREFINISHED~ '('1 d-; "
ALUMINUM BREAKMETAL OVER 2X WOOD SUBF ASCIA, INDICATING (< \
HORIZONTAL SOFFIT W/2X4 WOOD KICKERS IN LIEU OF SLOPED '
SOFFIT ATTACHED TO TRUSS TAILS, INDICATING PRECAST CONCRETE
INSULATED WALL PANELS BELOW TRUSS BEARING IN LIEU OF 2X6
WOOD STUD FRAMING. REVISE ROOF EXPANSION JOINT DETAIL #7 BY
INDICATING WOOD STUD I-HOUR FIRE/SMOKE WALL IN LIEU OF 4-
HOUR CMU FIRE WALL. REVISE WALL SIDING DETAIL #10 BY
INDICATING BUILT-UP FIBERCEMENT BOARD ACCENT BAND IN LIEU
OF PREFINSHED ALUMINUM BREAK METAL OVER SLOPED 2X4, ADD
DETAIL #13 TITLED "RETAINING W ALLIEXTERIOR RAMP DETAIL" IN ITS
ENTIRETY,
DRAWING A7.02 - SECTION DETAILS
A. REVISE FULL-SIZE DRAWING A 7,02 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A7.02, DELTA 1, DATED AUGUST 18,2006.
REVISE ROOF OVERHANG DETAILS #1 AND #2 BY INDICATING
FIBERCEMENT BOARD FASCIA OVER 2X WOOD SUBF ASCIA IN LIEU OF
PREFINISHED ALUMINUM BREAKMET AL OVER 2X WOOD SUBF ASCIA,
INDICATING HORIZONTAL SOFFIT W/ 2X4 WOOD KICKERS IN LIEU OF
SLOPED SOFFIT ATTACHED TO TRUSS TAILS, INDICATING PRECAST
CONCRETE INSULATED WALL PANELS BELOW TRUSS BEARING IN
LIEU OF 2X6 WOOD STUD FRAMING, REVISE ROOF PARAPET DETAIL #3
BY INDICATING BUILT-UP FIBERCEMENT BOARD ACCENT BAND IN
LIEU OF PREFINSHED ALUMINUM BREAK METAL OVER SLOPED 2X4,
REVISE EXTERIOR WALL DETAILS #4 AND #5 BY INDICATING PRECAST
CONCRETE INSULATED WALL PANELS BELOW TRUSS BEARING WITH
POST-TENSIONED MONOLITHIC SLAB IN LIEU OF 2X6 WOOD STUD
FRAMING WITH TRADITIONAL MONOLITHIC SLAB, REVISE FLOOR
EXPANSION JOINT DETAIL #11 BY INDICATATING POST-TENSIONED
MONOLITHIC SLAB IN LIEU OF TRADITIONAL MONOLITHIC SLAB.
REVISE WALL EXPANSION JOINT AND CORNER DETAILS #12, #14 & #15
BY INDICATING PRECAST CONCRETE INSULATED WALL PANELS
BELOW TRUSS BEARING IN LIEU OF 2X6 WOOD STUD FRAMING,
REVISED CEILING EXPANSION JOINT DETAIL #13 BY ELIMINATING
DOUBLE WALL AT HEAD.
DRAWING A8,02 - DETAILS
A. REVISE FULL-SIZE DRAWING A8,02 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A8.02, DELTA 1, DATED AUGUST 18,2006.
REVISE DUMPSTER ENCLOSURE DETAILS #18, #17, #20 & #23 BY
REVISING DUMPSTER ENCLOSURE TO PRECAST CONCRETE PANELS
WITH FIBERCEMENT BOARD LAB SIDING EXTEIOR AND PAINTED
INTERIOR OVER MONOLITIC FOUNDATION IN LIEU OF 8" CMU WALLS
WITH STUCCO FINISH AND CONVENTIONAL SPREAD FOOTING
FOUNDATION,
DRAWING A9.0I- SCHEDULES
A. REVISE FULL-SIZE DRAWING A9.0I DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A9.0I, DELTA 1, DATED AUGUST 18, 2006,
REVISE WINDOW TYPE ELEVATIONS BY REVISING HEAD HEIGHTS AND
INDICATING ALL SIZES ARE ROUGH OPENINGS, REVISE WINDOW
SCHEDULE BY REVISING THE DETAIL REFERENCE NUMBERS AND
P:\2005\0534\ADDENDUM 1 \ADDENDUM-I.DOC
ITEM A-21
HEAD HEIGHTS PER THE DRAWING, REVISE ROOM FINISH SCHEDULE
BY INDICATING EPOXY WALL P AINT AT STAFF TOILET ROOMS A27 &
A28, REVISE ROOM FINISH SCHEDULE BY INDICATING CERAMIC TILE
WAINSCOT IN PUBLIC TOILET ROOMS A29 & A30. REVISE ROOM FINISH
SCHEDULE ABBREVIA nONS BY ADDING DRYWALL EPOXY PAINTED.
DRAWING A9.02 - WINDOW AND DOOR DETAILS
A. REVISE FULL-SIZE DRAWING A9.02 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A9.02, DELTA 1, DATED AUGUST 18,2006.
REVISE EXTERIOR HOLLOW METAL DOOR DETAILS #1 AND #2 BY
RECESSING THE DOOR FRAME INTO THE OPENING AND INDICATING
PRECAST CONCRETE WALL PANEL IN LIEU OF 2X6 WOOD STUD
FRAMING, REVISE INTERIOR DOUBLE EGRESS HOLLOW METAL DOOR
DETAILS #12 AND #13 BY INDICATING WOOD STUD I-HOUR FIRE/SMOKE
WALL IN LIEU OF 8" CMU 4-HOUR FIRE WALL. REVISE ALUMINUM
WINDOW DETAILS #23 AND #24 BY RECESSING WINDOW IN OPENING
AND INDICATING PRECAST CONCRETE WALL PANEL IN LIEU OF 2X6
WOOD STUD FRAMING. ADD ALUMINUM WINDOW DETAILS #23A AND
#23B IN THEIR ENTIRETY. REVISE AUTOMATIC ENTRANCE DOOR
DETAILS #25 AND #26 BY INDICATING PRECAST CONCRETE WALL
PANEL WITH POST -TENSIONED MONOLITHIC SLAB IN LIEU OF 2X6
WOOD STUDS FRAMING WITH TRADITIONAL MONOLITHIC SLAB
FOUNDATION.
END OF ADDENDUM NO.1.
P:\2005\0534\ADDENDUM 1 \ADDENDUM-l.DOC
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OKE........ n.'........,.... C J.... .1'''''
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R.port of SubsoM ExPIOl1lllon, Site Suitability
IrId FOlJndatlan olsslgn Recommendations
F'rgpoSecl 'Live OlItk Lodge- Site, Z~hYrtulls. Paleo Counly
Husfter Development InD. . Jerry B. Oftmi1l1
~lag8-4- I
April 25, 2000 i
FTE Project No.: f4794
I STANDARD PENETRATION TEST
The Standa~d Penetration Test is a widely accepted method of In-situ testing offoundation
solis (ASTMi D~1586), A two-foot long, two-inch outside diameter, split-barrel ("spoon")
sampler, attkched to th~ end of drilling rods) is driven 1 B.O inches Into the ground by
successive blows of a 140-pound hammer freely dropping 30,0 inches. The number of
blows need~d for each sIx (6) inches of penetration is recorded. The sum of the blows
required fori penetration of the second and third six-lnch Increments of penetration
constitutes the test result or N-value. After the test, the sampler is extracted from the
ground and lopened to allow visual examination and classification of the retained soil
sample. ThS N-value has been empirically correlated wIth various soil properties allowing
a conservati~e estimate of the behavior of soils under load.
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The tests ate usually performed at fIVe-foot Intervals. However, more frequent or,
continuous t~st;ng is done by,ourfirm through depths where a more accurate definition of
the soils is r~qulred. The test holes are advanced to the test elevations by rotary drilJing
with a cutting bit, using circulatIng fluid to remove the cuttings and hold the fine grains In
suspension. I Usually, the circulatfng fluid, which Is a bentonite drilling mud, also serves to
keep the hole open below the water table by maintaining an excess hydrostatic pressure
inside the hdle. In some soli deposits. particularly highly pervious ones, flush~coupled
casing must Ibe driven to just above the testing dep.th to keep the hole open and/or to
prevent the loss of cirCUlating fluid.
Representatlla split-spoon semples from soils at every five feet of drilled depth and from
every differept stratum are brought to our laboratory in air-tight jars for further evaluation
and testing. J~ necessary. Samples not used in testing a,re stored for at least thirty (30)
days prior to beIng discarded. After completion of a test boring, the hole is kept open until
a steady stat~ groundwater level is recorded. The hole is then sealed if necessary, and
baokfllled. I
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A total of sev~n (7) Standard Penetration Test (SPT) Borings have been conducted at the
subject property_ The subsoil conditions enoountered have been generalized below:
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I 68.1 thro 5B-7
The subject fite appears to be underlain by loose fine sands in the upper 4.0 to 6.0 feet.
Medium den~e clayey sands were found to 10.0 to 15.0 feet deep. This was followed by
very stiff to ~ard clays. Some samples contained very dense Iimerock and Iimesilts,
therefore we! termInated some borlnQs shallower than expected.
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CORE Construction - Sarasota Off
iii II ~ I , U I V~.J.J
. No,2124 p, 6
06/06/06 1 tt: uu LJ1 : 001 ~o NO: 947
STA~DARD PENETRATJO,N TEST BORIN-GS
, ,Jun, 8. 2006 [9:07AM
OK=.... ""VII. ,,,,C '1...,1 _.,'"
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I Aepen 01 Subsoil Exploration. Site Sultlblllty
and FaUndaUDn Dtt&ign Rec:cmmende!lcns
ProPOlled "Live ~k Lodge" SIIA, 2~hyrt!IUs. ?asc:a County
I Huslter Develop~", Ino, " Jerry a. Ortman
Page. 5 - ,
A~I 25, 2000 I
HE Project No.: QO..4 794
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I A total of eight (8) Hand Auger Borings were conducted throughout the proposed roadway
alignment. These borings revealed fine sands to the termination depths of 120.0 inches.
The existing I groundwater levels were not encountered at the time of this exploratIon.
I GkOTECHNICAL EVALUATION AND RECOMMENDATIONS
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J The folJOWlnJ geotechnical engineering evaluation ofthe site has be~n based on the results
of our rece1t Final investigation. We have used previously established engineering
perlormam~'1 characteristics of soils similar to those encountered at this site. It Is our
I opinion that ~atlsfactory support for the proposed structure can be obtained by the use of
thefollowingl foundation. type:
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I Based on our past experience with single or multi-level buildings of timber/masonl)' block
walls type constructIon I we are of the opJnion that these structures would show sIgns of
d.istress Whep differential building settlement exceeds one (1) inch over a distance of 30.0
I feet. I
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I a conventional isolated column pad with continuous wall fooUngs type
'I foundation support system. if surficial soils are improved as stated in the
, following section ofthls report.
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Ii) i a 4.0" concrete slab-on-grade mat.
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It is emphaslfed and. therefore, should be noted by al/ those concerned that the contents
of this report should be reviewed in its entirety prior to finalization and design of the
foundation s~stems.
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Ar TERNA TE 1 - CONVENTIONAL FOUNDA nON SYSTEM
Si1eEarthwotk Preparation
1. The p~oPOSed building ares, plus a margin of 6.0 feet beyond the perimeter of the
foundation system on all sides. should be cleared and grubbed of any vegetation,
tree rtt systems, and organic topsoils.
The e~posed subgrade soils shouJd be compacted with a medium 6 ton, steel drum,
vibrat9ry roller to s.depth of 24.0 inches below the exposed surface to a minimum
of 98 percent of the Standard Proctor Ma}(imum Dry Density as determined by
ASTM\O-698. Any soft. yielding areas should be excavated and replaced with
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2.
CORE Construction - Sarasota Off
Il!J " '-, 'l",ll """''''01
06/06/06 1 No. L 1L4 O'~, I
"t . Viol LJ': (I ~o NO: 947
HAND AUGER BORINGS
oi<E~,.V~. .,~~~J2 ~&c .I~: O)8~ CORE Co n s~r vie, ~,o,n.... ~v~~~a sot a Of f 06/06/06 1 ~~u61 iJ : O~i ~~ NO: 947
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I Repctt or Subsoil ~ploBtlOn. Sire SlJitabifrty
and Founcfadon Oisslgn Reeommendalions '
PmposBd 'LIv. ~k 1.0000e" Sits, ZepnyrtlillEl, PalCO County
I Husker Development fne.. " Jerry B. Oltman
page-e-, I
Aprl125.2ooo
FTc Project No.: 00-4794
I comdacted sandy structural backfill (less than 10% passing sieve #200). A
repre~entative 01 our firm should be retained to verify that required density level has
f been laChieved. ,
:~, Fill n~cessary to elevate the building area to desired underslab elevation should,
I then,lbe placed in 12.0 InC"h thick layers, moisture conditioned and compacted to a
mini~um of 98 percent of the Standard Proctor Maximum Dry Density. All imported
fill shcbuld be structural (free of roots and debris and should contain less than 10%,
I by drt weight, passing sieve #200).
4. Contlhuous wall footing trenches and isolated column pad footings should, then, be
excsv'sted to recommended footing bottom. Bottom of excavated foundation should
be te$ted to ensure that soli to a depth of 12.0 lnches/$ compacted to 98 percent
belo~ continuous strip/wall footing, whereas thIs depth is on the order of24.0 inches
in case of isolated column footings. If compaction is found to be deficient, additional
comp~ctive effort should be applied until proper density is achieved and verified.
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6. Any ~aCkfjll on the side and top of foundations should be compacted to degree
recommended above. '
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Foundation IRecommendatlons
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1, Conti~uous wall and Isolated pad column f"?~!1-1l~i!'!~~ .~n, ~~I!Se,!.p~r.e~: ~
recommende 9~~~tm,!~~~J?rgR9rct!,9.n~ for aim~~!~[mi~i~~@!tR~!iI~!~!I~1;l!!~;~~r
,'..., ~p.l'liiCJs1;'P:eIr~$q'Uaffe~fQot. A soil cover of 24.0 inches as measUred
"-...."":;.:,.~!~,, .
m the bottom of the foundation to lowest adjacent outside grade - should be
provided. For isolated pad footings, the soil cover, measured from the bottom ot the
footin~ to top of the floor slab. should be at least 30.0 inches. '
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2. ContiJiuous wail/strip footIngs should have a minimum lateral dimension of 18.0
inches and isolated pad footings should be at least 30.0 inches wide with a
maxinium dimension of 6.0 feet.
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3. The fqundation system should be designed for equal dead-load distribution in
accorqance with Standard 'Building Code requirements.
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4. We ha~e estimated the mS)(lmum differential settlement to be on the order 01 one-
third tq one-half inch for the continuous wall footings, and three-quarters inch for the
Interior isolated column footings. We also anticipate that the settlement would occur
almost immediately as the loads are applied, due to granular nature of foundation
soils. I
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, Jun. 8, 2006 19:07AM
OKEl;;, _ . uu.'_ . _C '1_ ...-
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I ~ or Sub9(Ml ~Plo(.llon. Sits Suitability
and Foundation OiUJgn Recommendations
PI'OI)O&ed 'Uvo ChIk l.odge- Site. 2aphyrhllls, Pasco County
Husker lJ8\IeIo~"t Inc. - Jany a. OIlman
Page - 7 . I
April 25. 2000
FTE Project No,: 00-4794
I ALTERNATE 2 .. 4.0" THICK CONCRETE SLAS-oN-GRADE
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The Jntlre building ares. plus a margIn of 6.0 feet beyond the perimeter of the
foundation system, should be cleared and grubbed of any vegetation, tree root
systetns. and organic topsoils. '
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The e~posed soils should ,be compacted to a minimum density of 95%, based on
ASTM D1557 Proctor to a depth of 24.0 Inches below grade. The deflclenVyielding
subgr~de solis, if any/should be completely replaced with clean structural fiU (less
than 10% passing sieve #200). Materials for fill or backfin required to achieve
desig~ grades should consist of non-acidic, non-organic, and coheslon/ess soils.
The fln should be placed in loose lifts of 18.0 Inches and each lift should be
compacted to achieve the desired field density, .
.For 'nkrior columns and p~rlmeter wall footings which are 10 be poured monolithic
with tHe floor slab, an allowable bearing capacity of 2000 pounds per square foot
may bt. utilized In the design bearing at 2.0 feet below final soli surface. A minImum
depth bf 24.0 inches if recommended for all interior and exterior haunched sections.
For thtlt concrete structural slab design. a modulus of subgrade reaction (1<v1) of 100
psi/Inch is recommended. The slab thickness of 4.0 inches is desirable.
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This fdundationsystem employs the use of concrete slabs with haunched section
beam~) structurally reinforced with rebars to add stiffness so as to resist somewhat
more than usual tendency ito bend due to the greater tendency of the foundation
Byste~ to settle differentially,
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It Is redommended thathaunched edge beams should be at least 18.0 inches wide
at the bottom, The mat should be adequately reinforced to resist negative and
POSitiVf bending moments.,
Based bn e~pected loading intensity and settlement estimates, it is emphasized that
a differential settlement on the order of }S inch to 3J4 inch may occur between the
center and comer of the structure. The structural engineer shoUld incorporate this
differential settlement in the final design. '
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Experience has indicated that high quality concrete placed on compacted free-draining
olean natural I or fill subgrade can provide satisfactory. long-term performance as a
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pavement wearing surface. Good performance and low maIntenance Is highly dependent
on satisfactorY subgrade drainage. and closely spaced Joints. A joint pattern of 15.0 feet
by 15.0 feet Is highly recommended by the Florida Concrete Products Association.
Pavement thl~kness and concrete design strength wrll depend on such variables as
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4.
5.
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CORE Construction - Sarasota Off
tlEJ ., - I '''' I v'-~...
No,2124 P. Y
06/06/06 1q.uu U' :O~/':;C NO:947
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RIGID PAVEMENT STRUCTURE
. Jun, 8, 2006 19:08AM
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Report 01 Sub5Oi11EilCploratlon. Site Suitability
end FDUndatlon Dt&lon Realmmandarlons
Pnlposed 'Uve O,k l.odge' Site, Zopl1YThIl18. PISCO County
Huek.r OeveloplTlenllnc. - JMrY El. Oilman
Page. S . !
Aprll 25. 2000 I
E=l"!; Project ND.: 00-4794 '
anticipated lheelloadS, number of load applications, and subgrade LBR value oftha native
soils. For eStimating purposes, a subgrade LBR value of 15 can be assigned to the native
sands and ~nticipated controlled fill. Based on preliminary estimates, a 5.0 Inch thick
Portland cerhent concrete slab may be considered for the light duty car travel and parking
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areas. A 7.0 inch thick slab should be considered for the heavy duty truck travel areas.
These value~ should be confirmed by analysis of wheel loading and number of applications
during the design life. '
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The pavemJnt area should first be cleared and grubbed of any su~ce vegetation, tree root
, systems and organic topsoil. The stripped 5ubgrade should be c';lmpacted to 98 percent
of the Standard Proctor maximum density (ASTM 0698) to a depth of 12 inches. Site
raising fill shbuld consist of clean' sand, placed in 12.0 inch lifts, each 11ft compacted to 98
percent of th1e Standard Proctor maximum dry density. The fJna112.0 Inch lift shall consist
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of select co~esfonless clean sand ~5% fines content), 'compacted to 98 percent of the
_ Modified pr4ctor maximum dry densIty.
Temperatur. reinforcement may consist of 6 x 6 x 10 gauge wire mesh. Transverse
reinforceme~l and load transfer:devices should be employed as recommended by the
Florlda Concrete Products Association's design guidelines. Expansion joints should be
incorporated into the pavement. ,at its juncture with building perimeters, manholes, inlet
boxes, radii. land other appropriate locatioAS.
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FINAL PA~EMENT THICKNESS DESIGN SHOULD BE PERFORMED BY THE
PROJECT dlVIL. ENGINEER UTILIZING THE DATA CONTAINED IN THIS REPORT
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AND ANTIC~PATED TRAFFIC/LOADING CONDITIONS. FREQUENT AND/OR HEAVY
TRAFFIC M~ Y JUSTIFY A STRONGeR PAVEMENT THAN DISCUSSED ABOVE. WE
WOULD WELCOME AN OPPORTUNITY TO PROVIDE A MORE DETAILED PAVEMENT
ANALYSIS. I
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, ! FLEXIBLE/SEMI-FLEXIBLE PAVEMENT STRUCTURE
Either iimerobk. shell. or soil~cement could be considered as a base course for this site.
Normal wet ~eason groundwater levels should be controlled to at least 18.0 inches below
a Iimerock base or associated stabilized subgrade (clean sand subgrade stabilized with a
suitable Impqrted cohesive soli). If one is used.
As a gUldelln~ for pavement design. we recommend thallhe base course be a minimum
of 6.0 inches thick. A stabilized subgrade (LBR=40 or FBV=75) Is usually used with a
limerock base course, but is usually not specified with a soil cement base course. The
stabilized subgrede soils should be compacted to at least 95% of the Modified Proctor
Maximum DrY Density, Limerock should conform to FOOT specifications and soil-cement
should meet peA requIrements.
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, Jun. 8. 2006 19:08AM
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I Report of SUblOIlIExplorallon, She Suitability
and Foul'ldellon Design Racommen~llonl
?roposed "Live ~ Lodge" SIre, Zsptlymills. Pasco County
I Huslc8l' Ce\lsloclTlent lne. . Jany B. Oltmen
Page. 9 . I
Aptll 25. 2000
FTE Project No.: ~0-4194
I At a minimu1m. the asphaltic concrete wearing surface should consist of at least one inch
of either Type II or Type III asphaltic concrete meeting current Florida Department of
I Transportati:on specifications and placement and compaction procedures. Type III,
although sOlnewhat more expensive, offers inaeased stability. Type 5-1, which is more
durable, shduld not be used unless the surface course is at least 1 ~ inches thick because
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I of the coarse aggregate. TYpe. S-3. which is somewhat finer aggregate, is also relatively
durable andl can be used in 1.0 :inch thickness. Type 5-1 or Type 5..1111$ the preferred
surface courjse. It is, however, important to pornt out that many combinations of asphaltic
I concrete, b~se course. and stabilized sUbgrade can be considered and that the above
suggestlons1gUldelinesare based only on our past experience with similar projects.
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'This report elioes not deal with the possibility of existence or eventual development of
sinkhole on t~i6 site. Deep structural borings, geophysical exploration, or resistivity surveys
would have to be conducted in order to evaluate the structural condition and stabiUt)i of soli
and rock forry,atlon.
Finally, deter~jnation of evidence of hydrocarbon contamination on this site is also beyond
the scope of ~his report. However, we did not notice any Indication (such as gasoline smell)
which would Isuggest this site being contaminated.
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This report has been prepared in order to aid in the evaluation of the subject sites and to
assist the deyeloper in preparing budgets for the proposed development. The scope Is
lImited to the Ispeciflc project and the location described hereIn, and our description of the
project repr~sents our understanding of the significant aspects relevant to soil and
foundation c1aracterfstlCS. ..
In the event that any changes in present project concepts as outlined in this report are
planned, we $hould be informed so the changes can be revIewed and the conclusions'of
this report m~dJfled as necessary in writing by the soils and foundation engineer. As a
check, we reqommend that we be authorized to review the project plans and specifications
to confirm that the recommendations contained In this report have been Interpreted in
accordance )yith our intent. Without this review, we will net be responsible for
mlslnterpreta~ien of our data. our analysis, and/or recommendations, nor how these a're
incorporated into the final design.
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It is recomme~ded that all construction operations dealing with earthwork and foundations
be reviewed py our soil engineer to provide informatfon on which to base a decision
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CORE Construct ion - Sarasota Off
m:r I I '-, ,... I v,;.~ ""
06/06/06 1~~vt1tj; :1'~J~~1 NO:947
LIMITATIONS
GENERAL QUALIFICATIONS
, Jun. 8, 2006 [9:08AM
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Repon of Subsoil I Exp/ot8llon, Sile Suilability
and Foundation ~llgn Recommendaliona
Proposed 'Llvo 0Itk L.odge" Site, Zephythlll., F'asao County
Husker OeveloPlTlent Inc. . JBITY B. OIlman
Page .10. :
ADrll :ZS. 2000 !
FTE Project No.: 00-4794
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whetherthe C1esign requirements,are fulfilled in the actual construction. We would welcome
the opportu~jty to provide construction services for you during construction. The analysis
and recommendations submitted in this report are based upon the data obtained from the
soil borings ~erformed at the locations indicated on the Boring Location Plan, and from any
other inform~tion discussed in this report. This report does not reflect any variations which
may occur ~etween these borings.
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In the perfor~ance of subsurfa~ explorations, specific information is obtained at specific
locations at specific times. However, it isa well known fact that variations in soil and rock
conditions exist on most sites between boring locations, and also such situations as
groundwate~ levels vary from time to time. The nature and extent of varfatlons may not
become evlqent until the course of construction. Ifvarlatlons then appear evident, it will be
necessary for a re-evaluation of the recommendations of this report after performing on-site
observation~ durJn~ the construction period and notIng the characteristics of any variatio~s.
Because Of!he posslbUlly of,'th.ese unanticipated subsurface oonditions occurring. we
recommend ~hat a "changed conditions" clause be provided in the contract both with the
general contractor and in contracts with subcontractors involved In the foundation and
earthwork 9nstruction.
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CORE Construction - Sarasota Off
.. II c:.1 I U I vc:.""....
No,2124 ,p, 12
06/06/06 1Q:uu LY :1t:/~o NO:947
---
Florida Testing
& Environmental, I ne.
'J 8 2006 19 08AM CORE Const ruct ion - Sarasota Off
KEI' un,. C i :
,0 Lo. ~ ,,,,"',........ T'" ..,... mJ II ~' r 1.1 IV,"""'"
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Report or Subsoil ElCplorallon, Site SUiIaD~ity
and Foundation t>eal;n Recommendations
Propoead'"Llve OAk Lodge" Slle. ZephyrhiDa, Pasco CountY
HUIlKor Co~lopment lne, . Jeny 8. Oltman
Page. 11 . I
April 2lS. 2000 I
FTE Pro)ed No.: ~794
06/06/06 1~~v~12} :1~j~JJNO:947
'v
.....(" ;"~
\J.,
nn ulati, .E., . . .A., C.F.E.A.
Pri . I I .
Regis red ~rofessiolls.1 Engineer
Flori a Regi~tratlon No. 40136
Registered f$nvironmental Property Assessor No. 5844
Certified Florida Environmental Auditor No. 200
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SO/ad I
4: AddresseJ
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Florida Testing
& Environmental, IncI
, Jun, 8. 2006 19:08AM CORE Construction - Sarasota Off 06/06/06 ,1~~uVf~':1~it:~4NO:947
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I SITE Loe~TION MAP . . . . , . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SHEET 1
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BORING LcDCATION DATA SHEET. . . . . . .. .. . .,. .. '" .. .. . .. ... .. . , SHEET 2
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ASTM 0 15~6 . . . . ,'. . . . . , . . .' . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . , . , , . . SHEET 3
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uses CLASSIFICATION OF SOILS ........................'........ SHEET 4
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CHANGED ~ONDITIONS CLAUSE . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . SHEET 5
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BORING LqGS ,.......... _ . . . . , . . .. . . . . . .. . .. . , . . . . . . .. 5B-1 THRU 5B-7
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APPENDIX
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Florida Testing
& Environmental, Inc.
CORE Construct ion - Sarasota Off
m 111001 I c.J IV'-J,.J
No. L1L4 ~. lJ
06/06/06 1Lf-.uv LJ' :1'~/~o NO:947
OKE~,u~, ..~~_)J~&C : 08AM
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STANDARD PENETRATION TEST
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The Slandatd Penetration Test is a widely accepted method of in-situ testing offoundation
soils (ASTN1 0-1586). A tvJo-foot long, twc...inch outside diameter, split-barrsl ("spoon")
sampler. at11ached to the end of drilling rods, ;8 driven 18.0 inches into the ground by
successive blows of a 140-pound hammer freely dropping 30.0 inches. The number of
blows need$d for each six (6) Inches of penetration is recorded. The ,sum of the blows
required fo~ penetration oflhe second and third six-inch incrementa of penetration
constitutes the test result or N-value. After the test, thtS sampler is extraded from the
ground and i opened to allow visual examination and classification of the retained soli
sample. The N-value has been empirically correlated with various soU properties allowing
a conservat+e estima1e of the behavior of soils Linder load.
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The tests ate usually performed at five-foot .intervals. However, more frequent or
continuous t~stjng /s done by our firm through depths where a more accurate definition of
the soils is r~uired. The teathoJes are advanced to the test elevations by rotary drilling
with a cutting bit, using circulating fluid to remove the cuttings and hold the fine grains in
suspension. I Usually, the circulating fluid, which is a bentonite drilling mud, also serves
to keep the h91e open below the water table by maintaining an excess hydrostatic pressure
inside the hqle, In some 8011 deposits, particularly highly pervious ones, flush-coupled
casing must lbe driven to just above the testing dEtpth to keep the hole open and/or to
prevent the Icpss of circulating fluid. '
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R~presentatiye split-spoon samples from soils at every five feet of drilled depth and from
every djffere~t stratum are brought to our laboratory in air-tight jars for furtherevalustion
and testing, if necessary. Samples not used In testing are stored for at least thIrty (30)
days prior to ~eing discarded. After completion of a test boring, the hole is kept open until
a steady stat~ groundwater level is recorded. The hore is then sealed if necessary, and
backfilled. i
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Florida Testing
& Environmental, I ne.
. CORE Construction - Sarasota Off
OKE~~~ ,,~~_,42~~C~9,,:O~,~~ 11II I,,-"'-'IV'"''
II i MAJOR DIVISIONS GRAPHIC
! SYMBOL
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COARse GRAINEO
SOILS
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MORE THAN 50'!(,
OF MArEAI~L IS
LARGlS TH~N NO.
200 IEVE SIZE
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FINE GRAINEO !
.SOILS I
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MORE THAN 5O'i
OF MATERIAI.ISI
SMALLER THAN I
NO. 200 SlcVg !
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HIC;HL Y ORGANIC ~OILS
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GRAVE~ AND CLEAN GRAVELS
GRAVEl.l. V
SANOS (LITTLE OA NO
FIN!S)
MOR!; THAN
150% OF
COARSE
FRACTIONS GRAVELS WITH
RETAINeD ON. FINES
NO. 4 SIEV5
(APPRECIABLE
AMOUNT OF FINES)
~ND AND CLEAN SAND
SANDV SOILS
(I.ITTLE OR NO
FINE!3)
MORE THAN
so.. OF
COA~se
FIltACnONs
PA8SI~ NO. 4 SANDS WITH FINES
,SIEVE
(APPRECIABLE
AMOUNT OF FINES)
SILTS
AND
CLAYS
LIQUID
UMIT
laW
THAN5J
.......
.......
....
:~ :e:::::::: :::e::;:::
:;;e::::::e::::e::
~~:::::.::::
14 /
:ct.:;e:::lr.;::q;;
: :a=::: :.D:;O::::::::
.--8.--.... .
.---....
-..~'l..n...
.......................,......
................
-. ....... .~~_...,. ........
~ .., ..... .." .,...
~ , ~ .. .. II .,_
~ .... .. - &'.1 II..
~ .. ".. ... II II....
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06/06/06
LETTER
SYMBOl.
1 No, 2 11 41 . 1 P. 1 6 NO' 947
~.uv Lf. O/~O ~
SILTS
AND
CLAYS
l.IQUlO
LIMIT
GREAteR
THAN 60
lYPICAL OESO~IPTIONS
f:NJ
WELL4RACEO GRAVEL.S,
GAAVEL...sAND MIXTlJAes, UTTL.E
OR NO FINES
POORLY QRAO&O GRAVELS,
GM VEL-SAND MIXTURES, LIITL.E
OR NO FlNES
SIL TV GRAVELS, GRAVEL-SAND.
SILT MIxTURES
GP
GM
GC
CLAYEY GRAVELS. QRAVEL-
SAN[).CLA Y IIofIXTUR!$
sw
WELL-GRAD!D SANDS,
GRAVELLY SANDS. Lrrn.e OR NO
ANES
POORLY QAADlD SANDS,
GRAVE!.LY lANDS, UTILE OR NO
FINES
SIL TV SANDS, SAND-SILT .
MlXTURl!S
SP
SM
SC'
CLAYEY SANDS, SANC-CLAY
MIXTURES
IIofL
INORGANIC Bll TS AND VERY
FINE SANDS. ROCk FLOUR, SILTY
OR CLAYEY FINE S.\NDS OR
ClAm SILTS WITH SLIGHT
PLASTICrTY
INORGANIC CLAYS OR LOW TO
MEDIUM PLASTICITY, GRAVELLY
CLAYS, SANOY CLAYS,SILTY
CLAYS, LIaAN CLAYS
ORGA'NIC SILTS AND ORGANIC
SIL TV cLAYS OF LOW PLASTICITY
Cl
Ol
MH INORGANIC SILTS. MICACEOUS
, OR DIATOMACEOUS FINE SAND
OR SII.TY SOILS
CH
INORGANIC CIJ\VS OF MEDIUM
TO HIGH PLASTICITY, FAT CLAYS
OH ORGANIC CLAYS OF MEOluM TO
HIGH PLASTICIlY, ORGANIC
SILTS
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FT PEAT. HUMUS, SWAMP SOILS
WITH HIGH O"GAN1C OONTENTS
NOT!.. DUAl. SYMBOLS USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS
UNIFIED SOIL CLASS.FICA nON SYSTEM
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Florida Testing
& Environmental, Inc.
, Jun. 8. 2006C i9:09AM CORE Construction - Sarasota Off 06/06/06 1~~~61tj :1'ri,~/NO:9,47
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STANDARD CLAUSE fOR UNANnCIPATEDSUBSURFACE CONDITIONS
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II'The owner! has had a subsurface investigation performed by a foundation consultant the
results of~ich are contained in the consultant's report. The consultant's report presents
his conclu$ions on the subsurface condition. based on his interpretation of the data I
obtained in! the investigation. The contractor acknowtedges that he has reviewed the
consultant'~ report and any addenda thereto, and that his bid for earthwork operations is
based on ttte subsurface conditions, 8S described in that report. It is recognized that a '
subsurface linvestigation may not disclose aU conditions 85 they sdually exist and further, '
conditione may change,partlCLIlarly groundwater conditione, betw!en the time of a
subsurface linvestigation and the tlme of earthwork operations. In recogr:tition of these
facts, this qlause is entered in the contract to provide a meana of equitable additional
compensation for the cOntractor if adverse unanticipated conditions ere encountered, and
to provide ~ means of rebate to the O\NI1er if the conditions are more favorable than
anticipated'l
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At any timei during earth\-VOrk, paving and foundation construction operations that the
contractor e~counters conditions that are different than those anticipated by the foundation
consultant'S! report, he shall Immediately (within 24 hours) bring this fact to the owner's
attention_' 'r the owner's representative on the construction site observes subsurface
conditions 'Ntlich are different than those anticipated by the foundation conlultanrs report,
he shall immediately (within 24 hours) bring this fact to the contractor. attention. Onca
a fa~t of unanticipated. conditions has been brought to the attention of either the owner or
the contreqor, and the consultant has concurred, immediate negotiations will be
undertaken between the ov.mer and the contrador to arrive at a change in contract price
for additlcnejl work or reduction In work because of the unanticipated conditions. The
cOntractor agrees that the folJowing unit prices would apply for additional or reduced work
under the cqntract. For changed conditions for which unit prices are not provided. the
additional work shalf be paid for on a time and material basisll.
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Another exa~ple of a changed conditions clause can be found in paper No. 4035 by
Robert F. B~rg published in ASCE Construction Division Journal, No. C02, September
1964. page ~7.
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Florida Testing
& Environmental, Inc.
, Jun, 8. 2006 19:09AM
OKEl:;.. .",""'11" ,,,,C I,~ ~"....
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CORE tonstruction - Sarasota Off
W ,(,;.( (C.,lIVC."J"J
No, i1L4 ~. le
06/06/06 14~UU LY :1o/~o NO:947
lOOSE, PALE B~OWN, FINE SAND (SP) . . .
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. . .
_..... .... '".,' ,i,...,.--.. -..----. .....2.0 F.t, . .
..., .--..'~
MEDIUM DENSEJ PALE BROWN. CLAYEY " 4 ,.'
'"'' . " r
SAND (SC) I , ... ~.' .'
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I 10.0 FT li . ,
_..- ..&....... .
STIFF ;L:'iGHf'e~owNisH G'REY TO '/' ,,'
," /.,'-.,
YELLOW, CLAY i(CH) / I~"I .
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20.0 FT ///
VERY DENSE, WHiTE, LIMESIL TS WITH ,.. . -.... ~ , il
LIMEROCK (M-LR~ ~ I !i
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BORING TERMINATED AT 3D.0 FEET
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100% LOSS OF Cl~CUl.AT10N AT 13.0'
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So~1 Descrip.tlon
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Name: HUSKER, DEVELOPIVlENT
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Address: LEe tNTO, FLORIDA
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Project No. 00-4794
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Boring and sam~ling meet ASTM 0-1586 Core
DrftJing meets ASTM 0-2113
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Penetration is the number of blows of 140
pound hemmer falling 30 Inches required to
drive 1 .4 inch I. O. sampler 1 foot
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Date: APRil.. 25, 2000 Boring No,: 8B-1'
Project 'uvE OAK LODGE' PROJECT
Page 1 of 1 ,Ground Water:NOT ENe.
FTE
Florida Testing &
Environmental, Inc.
J un. 8, 2006 19 : 09 AM
OKE~, .... T"\1"""II_ I.C 'i-' ....1...""
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CORE Cons~rulcl~,ornU~U~~sasota Off 06/06/06 1~~u~1tJ; :1~i,l~N~:~47_
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GENSRALaEDSUBSURFACEPROFLE
Penetration
BLOWS PER FOOT
10 20 30 40 60 '80 100
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SoU Description
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Loose, BROWJil. FINE SAND (SP)
. . .
. .
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MEDIUM DENSE',' pALE 'BROWtfciAYEY" , 2..0 FT..
SAND (SC) i
. .
.,
..,',-,
"',
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'" /' ~
"../ ..
-",' /
... ,0 ..
4 ~
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". ,. "
l,I..p'....
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,..t ..
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'STIFF, LIGHT BROWNISH GREY TO
YE.Li.OW, CLAY ICCH)
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'" 50
LOINs =~,.
_..__,.,. ~,..., i . " , ," _... __.. .1.5.0 FT __
VERY DENSE, w~rre. L.IMESrL T5 WITH
LIMEROCK (M.LR)
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BORING TERM1NATEDAT 20.0 FEET
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Name: HUSKE~ DEVELOPMENT
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Address: LECANTO. FLORIDA
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Project No. 0{,)-4794
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Boring and Sampling meet ASTM 0-1588 Core
Drilling meets A$TM 0-2113
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Penetration is th~ number of blows of 140
pound hammeqalling 30 inche. required to
drive 1.4 inch I.p. sampler 1 foot.
I
i
,
Date: ~RlL 25, 2000 Boring No.: SB-2
Project 'LIVE OAK LODGE' ~ROJECT
Page 1 of 1 Ground Water. NOT ENe.
FTE
:florida Tes~ng &
Environmental, Inc.
J 8 2006 19'09AM CO,RE Conslru,c.~,o~",,~v~~~asota Off, 06/06/06 1~~u~1t] :2G/.:;~ONO:~47
O'KEt:Y~. ,..~_.._. _C.I_' -..- l<IZ7
\. !
, i
GENERALIZED SUBSURFACE PROFILE
! Penetration
Soil Description BLOWS PER FOOT
I 0 10 20 30 40 e:o 80 100
LOOSE, DARK ~REY, FINE SAND (SP)
I
-__ '0 .._~_,_ __.._., ,_,._.____ 2'O.EI...'
lOOSE, PALE G~EY, FINE SAND (SP)
;
....-~---., ,..-,-.-. ,._,~_.- __4.0 F.T..
VERY DENSE, YELLOWISH BROWN;
CLA 'fEY SAND ese)
_ --, , .. . " . , ..' .._B.O-Ft._
VERY DENSE, G~EYISH BROWN. CLAYEY
SAND ese)
-\
'-.. -----
--- ""
'-.
.....
i
1
i
I
i
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I
- . ...._,.--,- I.. ..
VERY DENSE, WHITE, L1MESIL. TS WITH
lIMEROCI< (M-LR~ ' '
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20.0 f=T
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BORING TERMINATED AT 21.0 FEET
100% LOSS OF CIRCULATION AT 1EtO"
'j
Name: HUSKEi DEVELOPMENT
i
Address: LEe ANTO, FLORIDA
I
~roject No. OOt4794
I
,
Boring and Sam~ling meet ASTM 0-1586 Core
Drilling meets AS1TM D-2113
I
Penetration is the: number of blows of 140
pound hammer falling 30 Inches required to
drive 1,4 inch 1.0.i ,ampler 1 fool
Date: APR1L 25, 20bo Boring No.: SB-3
Project: 'LIVE OAK LODGE' PROJECT'
p. 1 of 1 Ground Water:NOT ENe.
FTE
Florida Testing &
Environmental, Inc.
'e)un, 8. 2006C i9:09AM CORE .Construction - Sarasota Off 06/0&./06 1 No. L1L4 /, :21
OK I;;r. ,''''\.on.',," "\.J ~'I"I,. 'II J('lIOIV~').;J 1;1 LJ.:uu lJl :211~o NO:94T
GENERALIZED SUBSURFACE PROFILE
: Penetration'
Soil Description BLOWS PER FOOT
i 0 10 20 30 40 60 80 100
LOOSE, GREYI~H BROWN, FINE SAND
(SP) !
__", _ ,..,. ".. " . ,.~_,__,_2..Q..F:r:,
lOOSE. PALE BROWN, FINE SAND eSP}
!
.., ._,..__.~__._.._._..__. .... ..4.DfT_
LOOSE TO MEDIUM DENSE, PALE BROWN,
SLIOHL TV SILTY: SAND (SM-SP)
I
I
!
i
I " 8.DF.:L
MECJluM'DENSEToRANGTsH 1'ft~WN,
CLAYEY SAND (~C)
__.______...._.. ,.. ".' ' ______.-:..._l.O.Q..F.!, --~
VERY STIFF. GREYISH BROWN. CLAY (CH)
I
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.. ,....,__.--:...1__,._, " '.. ..~~t:I.
VERY ST1FF, GREYISH BROWN, CLAY WITH
ROCK FRAGME~TSeCH-LR}
.. .. .-...--.--.--T---- ..
.. . 30.Q_ FT
BORING TER~INATED AT 30.0 FEET
100% LOSS OF CIRCULATION AT'IB.O'
Name: HUSKlfR DEVELOPMENT
Address: LECANTO, FLOR1DA
I
Project No, 00-4794
!
I
Boring and Sarrpllng meetASTM 0-1586 Core
Drilling meets ASTM 0-2113
I
i
Penetration is tj'te number of blows of 140
pound hammer falling 30 inches required to
drive 1.4 inch I~D. sampler 1 foot
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Date: APRIL 25, 2ooo90rlng 'No.: Sl?-4
Project: 'LIVE OAK LODGE' 'PROJECT
P~e 1 of 1 Gro~nd Water. NOT ENe.
FTE
Florida Testing &
Environmental, Inc.
Jun, 8, 2006C i9:09AM CORE Construction - Sarasota Utt 06/06/06 1~~u6If~ :2!i.c:.~LNO:947
OKE~I ... ".,~II"'.'" I!.... ............ mJ I I '-,', U I V&..; wi L-J
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GENaRALIZED SUBSURFACE PROFILE
: Penetration
Soiil Description BLOWS PER FOOT
10 2
! 0 0 30 ,40 e 0 80 100
LOOSE, LIGHT GREY. FINE SAND ($P) . . .
. "
i . I .
\ . .
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i . .
. . .
1 I .
4.0,EJ. . . .
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. "
SAND (SM-SP) i ' .,6.D..ET_ \ " ~ t
MEDIUM DENsei, PACe BROWN, s[fGHTL y ""r'
'\ . t
-0- . ~
SIL"TV TO CLAYEY SAND (SM.SC) . _.. 8.J1.F.T_.. '\ \i" :
I .' .
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.. ..!'
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FRAGMENTS (C~LR) .1,/ /~r'
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BORING TERr.1INATED AT 30.0 FEET
i
Name: HUS~R DEvEtOPMRNT
I
Address: LEC~O. Fl.ORIDA
!
Project No. Op-4794
Date: APRll... 25) 2000 Boring No.: S'B-S,
Project 'L:ryE OAK LODGE' PROJECT
Page 1 of 1 Ground Water: NOT ENe.
FTE
Florida Testing &
Environmental, Inc.
i
Boring and Sarr1pling meet ASTM 0-1586 Core
Drilling meets A~TM 0-2113
I
I
Penetration is tt1e number of bJowe of 140
pound hammer falling 30 Inches required to
drive 1.4 inch Up. sampler 1 foot.
'OKE~.u~, J~_)J9~c,,:~: L~~~ CORE Cons~ru,~~i,o,n"';V~~sasota Utt 06/06/06 1~~u6IG :2L~bjNO:947
'GENERALIZED SUBSURFACE PROFILE
Penetration
BLOWS PER FOOT
10 20 30. 40 60 80 100
j
I
50,1 Description
LOOSE. LIGHT GREY, FINE SAND (SP)
i
! .u, 2.0 FT
LOOSE, PALE B~OWN, CLAYEY SAND (SC)
-------,--. ., " ... ,_.'" , ,4.,0 FT.
MEOIUM DENse; ORANGISH BROWN,
etA YEY SAND (SC)
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ORANGE, CiA Y !(CH)
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- ___ I .._ .._. __ .. ,on 20.0 FT
HARD, ORANGE.ICLAY WITH ROCK
FRAGMENTS (C~..LR)
i
.....----.----+--..-......'" ......-.....--.--..... . --..
3D,Q F:T
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BORING TERMINATED AT 30.0 FEET
i
i
I
Name: HUSKER DEVELOPlVf.ENT
I
I
Address: LECANTO. FLORIDA
i
Pro.feet No. 0<p~4 794
I
i
BOring and SamJpUng meel ASTM 0-1586 Core
OriDing meets ASTM D-2113
i
I
Penetration Is thie number of blows of 140
pound hammer failing 30 Inches required to
drlvElI 1.4 inch I.P, sampler 1 foot.
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Data: APRIT.. 25. 2000 Boring No.: 8B-6
Project: 'LIVE o~ ~ODGEI PROJEC1'
Page 1 of] Ground Water:NOT ENC_
FTE
Florida Testing &
Environmental, Inc.
NO.L1L4 ~. i4
OKEl~~, ,t,.J2~~c~9...: 12,~~, CORE Cons~ruJclt~,o~u~v~~}sota Off 06/06/06 1t.t.uu lJ :2Cf/t::C NO:947
., I
GENERALIZED SUBSURFACE' PROFILE
Penetration
BLOWS PER FOOT
10 20 30 40 60 eo 100
Soil ,Description
o
lOOSE. LlGHT;GREY, FINE SAND (SP)
i
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BORtNeI TERMINATED AT 30.0 FEET
I
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, i
Name: HUSKER DEVELOPMENT
i
Address: LECANTO, FLORIDA
I
i
Project No. 00,-4794
!
Boring and Sampling meet ASTM D-1586 Core
Drilling meets A$TM D-2113
i
;
I
Penetration Is the number af blows of 140
pound hammer falling 30 inches required to
drive 1.4 inch I.D~ sampler 1 foot.
i
!
I
I
Date: APRIL 25. 2000 Boring No.: S~~7
Project 1...IVE OAK LODGE' PROJECT
Pa.ga 1 of 1 , Ground Water-NOT ENe.
FTE.
Florida Testing &
Environmental, Inc.
OKE~~~' J:_.~~~2c.!~: 1.0.~~. , CORE Cons~rulc,t~.o~...~...~c:..~asota Off 06/06/06 1~~~L1lJ :2'~~,"LJNO:,947
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ADDENDUM NO.1
WEST WINDS ALF
ZEPHYRHILLS, FLORIDA
PROJECT NO.: 0534
AUGUST 18,2006
THE FOLLOWING SHALL BE INCLUDED WITH AND CONSIDERED APART OF THE ORIGINAL
CONTRACT DOCUMENTS DATED JANUARY 18,2006, PREPARED BY O'KEEFE ARCHITECTS
INC., TO THE SAME EXTENT AS IF EACH WERE INCLUDED THEREIN FOR THE
CONSTRUCTION OF WEST WINDS ALF. ALL TRADES SHALL REVIEW EACH ITEM AND
MAKE JUDGEMENT AS TO THE EFFECT ON THE ITEM ON THE TRADE.
THIS ADDENDUM CONSISTS OF ITEMS A-I THROUGH A-21.
THE FOLLOWING IS A LIST OF MAJOR CHANGES THAT HAVE OCCURRED IN THIS
ADDENDUM. REFER TO THE SHEET DESCRIPTIONS BELOW AND ACfUAL DRAWINGS FOR
SPECIFIC CHANGES. NOTE THAT THIS ADDENDUM INCLUDES ARCHITECTURAL
DRA WINGS ONLY FOR THE PURPOSE OF PRICING; REVISED ENGINEERING DRAWINGS TO
FOLLOW IN FUTURE ADDENDUM,
1. ALL EXTERIOR WALLS HAVE BEEN REVISED TO 5" THICK PRECAST CONCRETE
INSULATED WALL PANELS WITH AN R-VALUE OF 7. THE EXTERIOR WALL FINISH
SHALL BE FIBERCEMENT LAP SIDING INSTALLED DIRECTLY TO THE PRECAST
PANEL OVER BITUMIMOUS DAMPPROOFING. THE INTERIOR FINISH SHALL
CONSIST OF CONTINIOUS %" RIGID FOAM DOUBLE-SIDED FOIL FACE INSULATION
(R-4) WITH TAPED JOINTS, 2X2 WOOD FURING AT 24" O.c. WITH I-LAYER W' GWB.
IT IS THE INTENT THAT THE %" INSULATION SHALL HAVE NO THERMAL BREAKS
AND FORM VAPOR BARRIER. THE INTENT IS THAT THE PRECAST WALL PANELS
WILL PROJECT TO THE TRUSS BEARING HEIGHT. GABLE TRUSS SHALL FORM
GABLE ENDS. P ARAPET WALLS SHALL BE WOOD FRAMED. THE PRECAST PANELS
HAVE INTEGRAL 2X6 P.T. WOOD TOP PLATE NAILER AND FULL-DEPTH BUCKS AT
ALL WINDOWS, DOORS, LOUVERS, ETC. THE ORIGINAL DESIGN CONSISTED OF 2X6
WOOD STIJDS AT 16" O,C. WITH R-19 BATT INSULATION WITH 7/16" CDX PLYWOOD
WITH TYVEC BUILDING WRAP AND FIBERCLMENT LAP SIDING. THE INTERIOR
FINISH WAS ~" GWB ATTACHED TO THE STUDS. THE PRECAST WALL PANELS
SHALL BE CERTIFIED BY THE PRECAST PANEL MANUFACTURER FOR A WIND
SPEED UP TO 140 MPH, THE PRECAST WALL PANEL MANUFACTURER WILL
PROVIDE AND INSTALL ALL BASE OF WALL SEALS AND VERICAL JQINT SEALS
FOR A AIR AND WATER TIGHT WALL ASSEMBLY. THE ONLY EXTERIOR WALL
DIMENSION CHANGE THAT HAS OCCURRED SINCE THE CHANGE FROM WOOD
STUDS TO PRECAST WALL PANELS IS AT THE EXIT DOOR ALCOVES ON THE
EXTREME EAST AND WEST SIDES OF THE BUILDING.
2. THE BUILDING FOUNDATION HAS BEEN REVISED TO INDICATE THE SCHEDULED
POST-TENSIONED MONOLITHIC FOUNDATION, FINAL FOUNDATION SIZE IS
SUBJECT TO CHANGE PENDING THE POST-TENSION FOUNDATION ENGINEER'S
REVISED DRAWINGS BASED ON THE PRECAST WALL PANEL REVISION, A
CONTINIOUS 1-1/2" DEEP X 5-1/2" WIDE RECESSED NOTCH HAS BEEN ADDED AT "-
ALL EXTERIOR WALL LOCATIONS TO ACCOMMODATE THE PRECAST W ALL \~
PANELS. THE POST-TENSIONED FOUNDATION REINFORCING TENDONS WILL NEED ~ \\~
TO BE COORIDINATED WITH THE PRECAST WALL PANEL FASTENER LOCATIONS. .~"
~
P:\2005\0534\ADDENDUM 1 \ADDENDUM-I.DOC
3. THE 4-HOUR CMU FIRE WALLS HAVE BEEN ELIMINATED DUE TO THE CHANGE IN
CONSTUCTION TYPE; INSTEAD A I-HOUR FIRE/SMOKE WOOD STUD PARTION IS
SCIIDDELED TO BREAK THE BUILDING INTO 3 SMOKE COMPARTMENTS. ALL FIRE
RETARTANT WOOD MATERIALS ASSOCIATED WITH THE 4-HOUR FIRE WALLS HAS
BEEN ELIMINATED.
4. THE KICHEN HAS BEEN REVISED BASED ON THE COMMENTS OF THE HEALTH
DEPARTMENT AND END USER COMMENTS. A SECOND WALL-MOUNTED HAND
SINK HAS BEEN ADDED AT THE PREP AREA, THE ICE MACHINE AT WAIT PREP
AREA HAS BEEN REVISED TO A COUNTERTOP UNIT, THE COUNTERTOP EXTENDED
AND SECOND DROP-IN SINK ADDED FOR HAND WASHING, A FLOOR DRAIN HAS
BEEN ADDED BELOW THE STEAM TABLE, THE SIZE OF THE 3-COMPARTMENT SINK
HAS BEEN REDUCED AND A WING WALL HAS BEEN ADDED BETWEEN 3-
COMPARTMENT SINK AND DISHWASHER. THE FOLLOWING PIECES OF EQUIPMENT
HAVE BEEN ADDED: HEATERlPROOFER, MOBILE PREP TABLE, DOUBLE-SIDED
REACH-IN REFRIGERATOR, SECOND REACH-IN REFRIGERATOR, TWO TRA YIP LATE
CABINETS, HANGING POT RACK, AND MICROW AVE. THE MOBILE SALAD BAR HAS
BEEN INDICATED AS FUTURE, BUT THE HUB DRAIN SHOULD REMAIN WITH A
FLOOR PLATE COVER FOR FUTURE USE, THE DOOR AT THE OFFICE AND
CORRIDOR SERVICE ENTRANCE HAVE BEEN RECONFIGURED TO FLOW BETTER.
THE DOORS TO THE JANITOR CLOSET AND SECOND STAFF ENTRY INTO THE
PRIVATE DINING ROOM HAVE BEEN REVISED TO 30" WIDE. THE NON-
COMBUSTIBLE WALL ADJACENT TO THE ANSUL KITCHEN HOOD HAS BEEN
REVISED TO 4" STRUCTURAL METAL STUDS WITH W' CEMENT BASED TILE
BACKER BOARD AND CERAMIC TILE IN LIEU OF THE ORIGINALLY SCHEDULED 8"
CMU WALL WITH CERAMIC TILE. THE KICHEN EQUIPMENT SCHDUELE HAS BEEN
UPDATED TO REFLECT THE ACTUAL EQUIPMENT QUOTED BY THE BELTRAM FOOD
SERVICE.
5. AT THE TWO NOURSHMENT STATIONS, HUB DRAINS HAVE BEEN ADDED INSIDE
THE MILL WORK FOR COUNTERTOP ICE MAKERS/DISPENSERS.
6. THE AlC CONDENSING UNITS FOR THE SPLIT SYSTEM AlC SYSTEMS HAVE BEEN
RELOCATED TO REDUCE THE LENGTH OF REFRIGERANT LINES AND SEPARATE
THE RESIDENT SEATING AREAS FROM TH~ UNITS.
7. THE ROOF FASCIAS HAVE BEEN REVISED TO FIBERCEMENT FASCIA BOARD OR
COMPOSITE WOOD FASCIA BOARD (CONTRACTOR'S OPTION) OVER A 2X WOOD
SUB-FASCIA IN LIEU OF THE ORIGINAL BUILT-UP WOOD SUB-FASCIA WITH
PREFINISHED ALUMINUM WRAP. THE SOFFITS HAVE BEEN REVISED TO BE
HORIZONTAL WITH 2X4 WOOD KICKERS AT 48" O.C. IN LIEU OF THE ORIGINAL
SLOPED SOFFIT ATTACHED TO THE BOTTOM OF THE TRUSS TAILS.
8. ALL EXTERIOR WINDOW AND DOOR DETAILS HAVE BEEN REVISED TO INDICATE A
RECESSED OPENING IN LIEU OF FLANGE-MOUNTED TO THE EXTERIOR BUILDING
FACE, ALL OPENING HEAD HEIGHTS HAVE BEEN REVISED TO CORRIDINA TE WITH
THE SOFFIT TRIM HEIGHT.
9, THE CONTlNIOUS DECORATIVE SILL AT THE EXTERIOR PERIMETER OF THE
BUILDING HAS BEEN REVISED TO A BUILT-UP FIBERCEMENT BOARD DETAIL IN
LIEU OF PREFINISHED ALUMINUM WRAP OVER CUT 2X BACKER.
P:\2005\0534\ADDENDUM 1 \ADDENDUM-I,
~\~
1 O. AT THE COVERED WALK ADJACENT TO THE KITCHEN AND DINING, PRE-
ENGINEERED WOOD L VL'S HAVE BEEN INDICATED IN LIEU OR USING A BUILT-UP
DIMENSIONAL LUMBER BEAM (CONTRACTOR'S OPTION).
11. AT THE FRONT ENTRY, STEEL TUBE COLUMNS 'F7' AND 'F8' HAVE BEEN SHIFTED
TO THE NORTH TO THE INSIDE OF THE PRECAST CONCRETE W ALL PANELS AND
CONCEALED INSIDE GWB PILASTERS. COORIDIA TION WILL BE REQUIRED WHERE
THE STEEL BEAMS SUPPORTING THE ENTRY CANOPY PASS THROUGH THE GABLE
END TRUSSES.
12. PER THE REQUEST OF THE HEALTH DEPARTMENT, THE WALL FINISH AT THE
STAFF TOILET ROOMS A27 AND A28 HAVE BEEN REVISED TO EPOXY WALL PAINT.
A CERAMIC TILE WAINSCOT HAS BEEN ADDED TO PUBLIC TOILET ROOMS A29
AND A30.
13, PER THE REQUEST OF THE BUILDING DEPARTMENT, BATTERY BACK-UP LIGHT
FIXTURES HAVE BEEN ADDED IN A18 MECHANICAL, A19 ELECTRICAL AND A20
CLEAN LINEN,
14. THE ARCHITECTURAL SITE PLAN HAS BEEN REVISED TO REFLECT THE AS-BUILT
CONDITIONS OF THE SITE UTILITIES TO THE BEST OF OUR KNOWLEDGE. THE
PARKING AREAS AT THE SOUTH OF THE BUILDING HAVE BEEN REVISED TO MOVE
AN ADA PARKING SPACE TO THE ENTRANCE, LANDSCAPE ISLANDS HAVE BEEN
ADDED TO PRESERVE TWO EXISTING TREES AT THE ENTRANCE ORGINALL Y
SCHEUDLED TO BE DEMOLISHED, THE ENTRY DRIVE TO THE SITE HAS BEEN
REVISED TO PRESERVE ONE EXISTING TREE ORIGINALLY SCHEDULED TO BE
DEMOLISHED. A RAMP WITH SITE-CAST CONCRETE RETAINING WALL AND
GUARDRAIUHANDRAIL HAS BEEN ADDED TO THE NORTHEAST EXIT ,DOOR, THE
DUMPSTER ENCLOSURE HAS BEEN REVISED TO PRECAST CONCRETE PANELS
WITH FIBERCEMENT LAP SIDING AND PAINTED INTERIOR IN LIEU OF 8" CMU WITH
CEMENT PLASTER FINISH.
REFER TO THE DRAWINGS:
ITEM A-I:
DRAWING SP1.01 - ARCHlTECTIJRAL SITE PLAN
A, REVISE FULL-SIZE DRAWING SP1.01 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING SP1.01, DELTA 1, DATED AUGUST 18,
2006. REVISE THE ARCHITECTIJRAL SITE PLAN BY INDICATING THE
STRUCTURE AS "NEW 46,781 S,F. I-STORY MASONRY BUILDING" IN LIEU
OF "NEW 47,734 S.F. I-STORY WOOD FRAME BUILDING", INDICATE SITE
UTILITES PER AS-BUILT CONDITIONS PER THE DRAWING, REVISE
PARKING AREAS SOUTH OF THE BUILDING PER THE DRAWING, ADD
SIDEWALK RAMP WI SITECAST CONCRETE RETAINING WALL AND
GUARDRAIL TO THE NORTHEAST EXIT. REVISE THE SITE DATA TABLE
PER THE DRAWING.
ITEM A-2:
DRAWING 11.01 - INFORMATION & WALL TYPE SHEET
A. REVISE FULL-SIZE DRAWING 11.01 DATED JANUARY 18, 2006 PER
REVISED FULL-SIZE DRAWING 11.01, DELTA 1, DATED AUGUST 18,2000.
REVISE THE WALL TYPE DETAILS BY REVISING WALL TYPES A, B, C, F,
H, J, K PER THE DRAWING (NOTE ALL EXTERIOR 2X6 WOOD S~r
P:\2005\0534\ADDENDUM 1 \ADDEND~
~~
ITEM A-3:
ITEM A-4:
ITEM A-5:
ITEM A-6:
WALLS HAVE BEEN REVISED TO PRECAST CONCRETE INSULATED
W ALL PANELS AND 4-HOUR FIRE WALLS HA VB BEEN DELETED).
REVISED GENERAL NOTES BY ADDING NOTE #8 IN ITS ENTIRETY PER
THE DRAWING (GENERAL REQUIREMENT FOR PRECAST CONCRETE
INSULATED WALL PANELS).
DRAWING 12.01 - LIFE SAFETY FLOOR PLAN
A. REVISE FULL-SIZE DRAWING 12.01 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING 12,01 , DELTA 1 , DATED AUGUST 18, 2006,
REVISE THE LIFE SAFETY FLOOR PLAN BY REVISING ALL EXTERIOR
WALLS TO PRECAST CONCRETE INSULATED WALL PANELS, REVISING
THE SMOKE COMPARTMENT AREAS TO AREA INDICA TED ON
DRAWING, REVISING THE 4-HOUR FIRE WALLS TO I-HOUR FIRE/SMOKE
PARTITIONS, REVISING THE KITCHEN LAYOUT PER THE DRAWING.
REVISE THE LIFE SAFETY DATA TABLE BY REVISING THE SMOKE
COMPARTMENT AREAS PER THE DRAWING AND RECALCULATING THE
ALLOWABLE BUILDING AREA PER THE REVISED BUILDING TYPE.
REVISE THE OCCUPANCY/CONSTRUCTION CLASSIFICATION TABLE BY
REVISING THE BUILDING TYPE TO III-B AND ADJUSTING THE
COMPONENT REQUIREMENT ACCORDINGLY PER THE DRAWING,
DRAWING A1.0I- OVERALL BUILDING PLAN
A. REVISE FULL-SIZE DRAWING A1.01 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A1.0I, DELTA 1, DATED AUGUST 18,2006,
REVISE THE OVERALL BUILDING PLAN BY REVISING ALL EXTERIOR
WALLS TO PRECAST CONCRETE INSULATED WALL PANELS, REVISING
THE 4-HOUR FIRE WALLS TO I-HOUR FIRE/SMOKE PARTITIONS,
REVISING THE KITCHEN LAYOUT PER THE DRAWING, RELOCATING
THE AlC CONDENSING UNITS PER THE DRAWING, SHIFTING THE
LOCATION OF COLUMNS 'FT AND 'F8' PER THE DRAWING, REVISING
THE EXTERIOR RECESSED ALCOVE WIDTHS AT THE EXTREME EAST
AND WEST EXIT DOORS PER THE DRAWING, ADDING A SIDEWALK
RAMP W/ SITECAST CONCRETE RETAINING WALL AND GUARDRAIL AT
THE NORTHEAST EXIT DOOR, AND INDICATING ALL SITE UTILITIES
AND PARKING PER THE REVISED ARCHITECTURAL SITE PLAN, REVISE
CONSTRUCTION NOTES BY mVISING ITEM #41 PER THE DRAWING.
DRAWING A1.02 - "A" WING BUILDING PLAN
A. REVISE FULL-SIZE DRAWING A1.02 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A1.02, DELTA 1, DATED AU9UST 18,2006.
REVISE THE "A" WING BUILDING PLAN BY REVISING ALL EXTERIOR
WALLS TO PRECAST CONCRETE INSULA TED WALL PANELS, REVISING
THE 4-HOUR FIRE WALLS TO I-HOUR FIRE/SMOKE PARTITIONS,
REVISING THE KITCHEN LAYOUT PER THE DRAWING, SHIFTING THE
LOCATION OF COLUMNS 'FT AND 'F8' PER THE DRAWING, AND
INDICATING ALL SITE UTILITIES AND PARKING PER THE REVISED
ARCHITECTURAL SITE PLAN. REVISE CONSTRUCTION NOTES BY
REVISING ITEM #41 PER TIlE DRAWING. REVISE THE KITCHEN
EQUIPMENT SCHEDULE PER THE DRAWING.
DRAWING Al.03 - "B" WING BUILDING PLAN
A. REVISE FULL-SIZE DRAWING A1.03 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A1.03, DELTA 1, DATED AUGUST 18,2006.
REVISE THE "B" WING BUILDING PLAN BY REVISING ALL EXTERIOR
WALLS TO PRECAST CONCRETE INSULATED WALL PANELS, REVISING
THE 4-HOUR FIRE WALLS TO I-HOUR FIRE/SMOKE PARTITIONS,
P:\2005\0534\ADDENDUM 1 \ADDENDUM-I. DC
ITEM A-7:
ITEM A-8:
ITEM A-9:
ITEM A-to:
RELOCATING THE AlC CONDENSING UNITS PER THE DRAWING,
REVISING THE EXTERIOR RECESSED ALCOVE WIDTHS AT THE
EXTREME EAST EXIT DOOR PER THE DRAWING, ADDING A SIDEWALK
RAMP WI SITECAST CONCRETE RETAINING WALL AND GUARDRAIL AT
THE NORTHEAST EXIT DOOR, AND INDICATING ALL SITE UTILITIES
AND PARKING PER THE REVISED ARCHITECTURAL SITE PLAN, REVISE
CONSTRUCTION NOTES BY REVISING ITEM #41 PER THE DRAWING.
DRAWING A 1.04 - "C" WING BUILDING PLAN
A. REVISE FULL-SIZE DRAWING A1.04 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A 1.04, DELTA I, DATED AUGUST 18,2006.
REVISE THE "C" WING BUILDING PLAN BY REVISING ALL EXTERIOR
WALLS TO PRECAST CONCRETE INSULATED WALL PANELS, REVISING
THE 4-HOURFIRE WALLS TO I-HOURFIREISMOKE PARTITIONS,
RELOCATING THE AlC CONDENSING UNITS PER THE DRAWING,
REVISING THE EXTERIOR RECESSED ALCOVE WIDTHS AT THE
EXTREME WEST EXIT DOORS PER THE DRAWING, AND INDICATING
ALL SITE UTILITIES AND PARKING PER THE REVISED ARCHITECTURAL
SITE PLAN. REVISE CONSTRUCTION NOTES BY REVISING ITEM #41 PER
THE DRAWING.
DRAWING A2,O 1 - TYPICAL UNIT ENLARGED PLANS
A. REVISE FULL-SIZE DRAWING A2.01 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A2,OI, DELTA 1, DATED AUGUST 18,2006.
REVISE ALL THE LIVING UNIT PLANS BY INDICATING THE EXTERIOR
WALLS AS PRECAST CONCRETE INSULATED WALL PANELS. REVISE 1-
BEDROOM SUITE FLOOR PLAN BY INDICATING LOCATION OF POSSIBLE
MECHANICAL CLOSET. REVISE CONSTRUCTION NOTES BY REVISING
ITEM #41 PER THE DRAWING,
DRAWING A2.02 - ENLARGED FLOOR PLANS
A. REVISE FULL-SIZE DRAWING A2.02 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A2.02, DELTA 1, DATED AUGUST 18,2006.
REVISE THE ENLARGED KITCHEN, LAUNDRY & PUBLIC TOILET PLAN
BY REVISING ALL EXTBRIOR WALLS TO PRECAST CONCRETE
INSULATED WALL P ANi.LS, REVISING THE KITCHEN LAYOUT BY
REVISING PREVIOUS NON-COMBUSTIBLE CMU TO A NON-
COMBUSTIBLE LOAD-BEARING STRUCTRUAL METAL STUD WALL,
RECONFIGURlNG DOORS AT KICHEN OFFICE, ADDING NEW WING WALL
AT 3-COMP ARTMENT SINK, ADDING W ALL-MOUNTEI? HANDSINK AT
PREP AREA, EXTENDING CASEWORK AND ADDING SECOND DROP-IN
SINK AT THE WAIT PREP AREA, REDUCING THE DOORS TO 30" AT
SECOND PRIVATE DINING DOOR AND JANITOR CLOSET, ADDING NEW
KITCHEN EQUIPMENT ITEMS 55 THROUGH 60, REVISE ENLARGED
TYPICAL SPA PLAN BY INDICATING LOCATION OF RADIANT HEAT
PANEL PER THE DRAWING. REVISE CONSTRUCTION NOTES BY
REVISING ITEM #41 PER THE DRAWING, REVISE THE KITCHEN
EQUIPMENT SCHEDULE PER THE DRAWING.
DRAWING A3.0 1 - "A" WING REFLECTED CEILING PLAN
A. REVISE FULL-SIZE DRAWING A3,01 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A3,OI, DELTA 1, DATED AUGUST 18, 20G6.
REVISE "A" WING REFLECTED CEILING PLAN BY REVISING ALL
EXTERIOR WALLS TO PRECAST CONCRETE INSULATED WALL PANELS.
ADD BATTERY BACKUP LIGHT FIXTURES TO A18 MECHANICAL, A19
P:\2005\0534\ADDENDUM 1 \ADDEND
ITEM A-ll:
ITEM A-12:
ITEM A-13:
ITEM A-14:
ITEM A-15:
ITEM A-16:
ITEM A-17
ELECTRICAL, AND A20 CLEAN LINEN PER THE BUILDING
DEPARTMENT'S REVIEW COMMENTS.
DRAWING A3.02 - "B" WING REFLECTED CEILING PLAN
A. REVISE FULL-SIZE DRAWING A3.02 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A3.02, DELTA 1, DATED AUGUST 18,2006,
REVISE "B" WING REFLECTED CEILING PLAN BY REVISING ALL
EXTERIOR WALLS TO PRECAST CONCRETE INSULA TED WALL PANELS,
INDICATE LOCATION OF RADIANT CEILING PANEL IN B41 SPA.
DRAWING A3.03 - "e" WING REFLECTED CEILING PLAN
A. REVISE FULL-SIZE DRAWING A3.03 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A3.03, DELTA 1, DATED AUGUST 18,2006.
REVISE "c" WING REFLECTED CEILING PLAN BY REVISING ALL
EXTERIOR WALLS TO PRECAST CONCRETE INSULATED WALL PANELS,
INDICATE LOCATION OF RADIANT CEILING PANEL IN C40 SPA.
DRAWING A3,04 - TYPICAL UNIT REFLECTED CEILING PLANS
A. REVISE FULL-SIZE DRAWING A3.04 DATED JANUARY 18, 2006 PER
REVISED FULL-SIZE DRAWING A3.04, DELTA 1, DATED AUGUST 18,2006.
REVISE ALL LIVING UNIT REFLECTED CEILING PLANS BY REVISING
ALL EXTERIOR WALLS TO PRECAST CONCRETE INSULATED WALL
PANELS,
DRAWING A4.01 - ROOF PLAN
A. REVISE FULL-SIZE DRAWING A4.01 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A4.01, DELTA 1, DATED AUGUST 18,2006.
REVISE ROOF PLAN BY ELIMINATING ALL 4-HOUR FIRE WALLS AND
REQUIREMENT FIRE RETARTANT WOOD MATERIAL. REVISE GUTTER
DETAIL (OWNER ALTERNATE) BY PROVIDING FIBERCEMENT,FASCIA IN
LIEU OF WOOD BLOCKING WI PREFINISHED ALUMINUM BREAK METAL
FASCIA AND INDICATING HORIZONTAL SOFFIT WITH KICKERS,
DRAWING A5.01 - ELEVATIONS
A. REVISE FULL-SIZE DRAWING A5.01 DATED JANUARY 18,2006 PER
REVISED FULL-SIZEt,'RA WING A5.01, DELTA 1, DATED AUGUST 18,2006.
REVISE ALL BUILDING ELEVATIONS BY REVISING FIBERCEMENT
BOARD FASCIAS IN LIEU OF PREFINISHED ALUMINUM BREAK METAL,
INDICATING ALL ROUND ARCIDTECTURAL LOUVERS AS DECORATIVE
(SURFACE APPLIED NON-FUNCTIONAL), AND ELIMINATING THE NOTE
FOR FIRE RET ART ANT MATERIALS AT FORMER 4-HOUR FIRE WALLS.
DRAWING A6.01 - BUILDING SECTIONS
A. REVISE FULL-SIZE DRAWING A6.01 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A6.01, DELTA 1, DATED AUGUST 18,2006,
REVISE ALL BUILDING SECTIONS BY REVISING EXTERIOR WALLS UP
TO THE TRUSS BEARING POINT AS 5" THICK PRECAST CONCRETE
INSULATED PANELS IN LIEU OF 6" WOOD STUDS, REVISE ALL
WINDOWS AND DOORS TO BE RECESSED IN LIEU OF FLUSH WITH THE
EXTERIOR WALLS, REVISE ALL SOFFITS TO BE HORIZONTAL WITH
KICKERS IN LIEU OF SLOPING, REVISE BEAMS AT EXTERIOR
W ALKW A YS TO PREENGINEERED WOOD L VL'S IN LIEU OF BUILT-UP
DIMENSIONAL LUMBER, REVISE ALL FOUNDATIONS TO BE POST-
TENSIONED IN LIEU OF TRADITONAL MONOLITHIC SLAB-ON-GRADE.
DRAWING A7.01- SECTION DETAILS
P:\2005\0534\ADDENDUM 1 \ADDENDUM-
ITEM A-18
ITEM A-19
ITEM A-20
r.'
A, REVISE FULL-SIZE DRAWING A7.01 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A7.01, DELTA 1, DATED AUGUST 18,2006.
REVISE ROOF DETAILS #1, #2, #3, #5, #6 BY INDICATING FIBERCEMENT
BOARD FASCIA OVER 2X WOOD SUBF ASCIA IN LIEU OF PREFINISHED
ALUMINUM BREAKMETAL OVER 2X WOOD SUBFASCIA, INDICATING
HORIZONTAL SOFFIT W/ 2X4 WOOD KICKERS IN LIEU OF SLOPED
SOFFIT ATTACHED TO TRUSS TAILS, INDICATING PRECAST CONCRETE
INSULATED WALL PANELS BELOW TRUSS BEARING IN LIEU OF 2X6
WOOD STUD FRAMING, REVISE ROOF EXPANSION JOINT DETAIL #7 BY
INDICATING WOOD STUD I-HOUR FIRE/SMOKE WALL IN LIEU OF 4-
HOUR CMU FIRE WALL. REVISE WALL SIDING DETAIL #10 BY
INDICATING BUlL T -UP FIBERCEMENT BOARD ACCENT BAND IN LIEU
OF PREFINSHED ALUMINUM BREAK METAL OVER SLOPED 2X4. ADD
DETAIL #13 TITLED "RETAINING WALLIEXTERIOR RAMP DETAIL" IN ITS
ENTIRETY.
DRAWING A7,02 - SECTION DETAILS
A. REVISE FULL-SIZE DRAWING A7.02 DATED JANUARY 18, 2006 PER
REVISED FULL-SIZE DRAWING A7.02, DELTA 1, DATED AUGUST 18,2006.
REVISE ROOF OVERHANG DETAILS #1 AND #2 BY INDICATING
FIBERCEMENT BOARD FASCIA OVER 2X WOOD SUBF ASCIA IN LIEU OF
PREFINISHED ALUMINUM BREAKMETAL OVER 2X WOOD SUBF ASCIA,
INDICATING HORIZONTAL SOFFIT W/ 2X4 WOOD KICKERS IN LIEU OF
SLOPED SOFFIT ATTACHED TO TRUSS TAILS, INDICATING PRECAST
CONCRETE INSULATED WALL PANELS BELOW TRUSS BEARING IN
LIEU OF 2X6 WOOD STUD FRAMING. REVISE ROOF P ARAPET DETAIL #3
BY INDICATING BUILT-UP FIBERCEMENT BOARD ACCENT BAND IN
LIEU OF PREFINSHED ALUMINUM BREAK METAL OVER SLOPED 2X4.
REVISE EXTERIOR WALL DETAILS #4 AND #5 BY INDICATING PRECAST
CONCRETE INSULATED WALL PANELS BELOW TRUSS BEARING WITH
POST-TENSIONED MONOLITHIC SLAB IN LIEU OF 2X6 WOOD STUD
FRAMING WITH TRADmONAL MONOLITHIC SLAB, REVISE FLOOR
EXPANSION JOINT DETAIL #11 BY INDICATATING POST-TENSIONED
MONOLITHIC SLAB IN LIEU OF TRADITIONAL MONOLITHIC SLAB.
REVISE WAlL EXPANSION JOINT AND CORNER DETAILS #12, #14 & #15
BY INDICA'} NG PRECAST CONCRETE INSULATED WALL PANELS
BELOW TRUSS BEARING IN LIEU OF 2X6 WOOD STUD FRAMING.
REVISED CEILING EXPANSION JOINT DETAIL #13 BY ELIMINATING
DOUBLE WALL AT HEAD,
DRAWING A8.02 - DETAILS
A. REVISE FULL-SIZE DRAWING A8,02 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A8,02, DELTA 1, DATED AUGUST 18, 2006.
REVISE DUMPSTER ENCLOSURE DETAILS #18, #17, #20 & #23 BY
REVISING DUMPSTER ENCLOSURE TO PRECAST CONCRETE PANELS
WITH FIBERCEMENT BOARD LAB SIDING EXTEIOR AND PAINTED
INTERIOR OVER MONOLITIC FOUNDATION IN LIEU OF 8" CMU WALLS
WITH STUCCO FINISH AND CONVENTIONAL SPREAD FOOTING
FOUNDATION.
DRAWING A9.01- SCHEDUlJES
A. REVISE FULL-SIZE DRAWING A9.01 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A9,OI, DELTA 1, DATED AUGUST 18,2006 , ~
REVISE WINDOW TYPE ELEVATIONS BY REVISING HEAD HEIGHTS AND
INDICATING ALL SIZES ARE ROUGH OPENINGS, REVISE WINDOW ,
SCHEDULE BY REVISING THE DETAIL REFERENCE NUMBERS AND
P,\2005\0534IADDENDUM lIADDEND~~
ITEM A-21
HEAD HEIGHTS PER THE DRAWING, REVISE ROOM FINISH SCHEDULE
BY INDICATING EPOXY WALL P AINT AT STAFF TOILET ROOMS A27 &
A28, REVISE ROOM FINISH SCHEDULE BY INDICATING CERAMIC TILE
WAINSCOT IN PUBLIC TOILET ROOMS A29 & A30, REVISE ROOM FINISH
SCHEDULE ABBREVIATIONS BY ADDING DRYWALL EPOXY PAINTED.
DRAWING A9.02 - WINDOW AND DOOR DETAILS
A. REVISE FULL-SIZE DRAWING A9.02 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A9.02, DELTA 1, DATED AUGUST 18,2006.
REVISE EXTERIOR HOLLOW METAL DOOR DETAILS #1 AND #2 BY
RECESSING THE DOOR FRAME INTO THE OPENING AND INDICATING
PRECAST CONCRETE WALL PANEL IN LIEU OF 2X6 WOOD STUD
FRAMING. REVISE INTERIOR DOUBLE EGRESS HOLLOW METAL DOOR
DETAILS #12 AND #13 BY INDICATING WOOD STUD I-HOUR FIRE/SMOKE
WALL IN LIEU OF 8" CMU 4-HOUR FIRE WALL. REVISE ALUMINUM
WINDOW DETAILS #23 AND #24 BY RECESSING WINDOW IN OPENING
AND INDICATING PRECAST CONCRETE WALL PANEL IN LIEU OF 2X6
WOOD STUD FRAMING. ADD ALUMINUM WINDOW DETAILS #23A AND
#23B IN THEIR ENTIRETY, REVISE AUTOMATIC ENTRANCE DOOR
DETAILS #25 AND #26 BY INDICATING PRECAST CONCRETE WALL
PANEL WITH POST-TENSIONED MONOLITHIC SLAB IN LIEU OF 2X6
WOOD STUDS FRAMING WITH TRADITIONAL MONOLITHIC SLAB
FOUNDATION,
END OF ADDENDUM NO. 1.
J
P:\2005\0534\ADDENDUM 1
C~RE
LETTER OF TRANSMITTAL
www,co
CONSTRUCTION DATE: 9-18-06 JOB NO. 2601
'g, Leading, ..,Since 1937.
REconstruct.com ATIN: Bill Burgess
RE: West Winds ALF
City of Zephyrhills
5335 Eighth Street \
ZephyrhilIs, FL 33542
Building. Growitt
TO:
WE ARE SE:NDING YOU:
THE FOLLOWING ITEMS:
( XX) ATTACHED
( ) UNDER SEPARATE COVER
VIA Fed )(
( ) PRINTS
( XX) PLANS
( ) SHOP DRAWINGS
) SPECIFICA nONS
) CHANGE ORDER
) COPY OF LETTER
( ) SAMPLES
( ) PRODUCT DATA
( ) OTHER
Item No. Copies Date DESCRIPTION
1 2 9/18/06 Addendum #1
Signed and sealed revised drawings
Singed andsea/edpost tension drawings
THESE AHE TRANSMITTED as indicated below:
(XX)
(XX)
( )
( )
( )
For approval
For your use
As discussed
For review and comment
As requested
) Approved as submitted
) Approved as noted
) Returned for corrections
) Execute and return
) For your files
) Revise and resubmit
) Submit _ copies for distribution
) Return _ corrected prints
) Prints returned after loan to CORE
) For bids due
REMARKS:
Please review as soon as possible as we would like to get our inspections for the slab pour,
Thank you very much,
~5Z. -'50 IfJ/Wd Ii%:
Copy To: FILE
SIGNED:
John J. Hegedus Project Manager / Estimator
3307 Clark Road, Suite 201' Sarasota, FL 34231-8419' 941,552,0240
Fire Chief Robert Hartwig
b '-tlt <.....
ZEPHYRHILLS FIRE DEPARTMENT
6907 Dairy Road, Zephyrhills, FL 33542
Bus (813) 780-0041 Fax (813) 780-0044
FIRE SERVICE USER FEES
Occupancy No.:
Plan No.: Ob-oo" I
Business Name: W-eo\ ~S IJ;J?
Business Address:
Business Phone No,:
Business Fax No.:
Contact:
PLAN REVIEW FEES
QSite Plan N/C
Building Plans ~
Revision ~
STANDPIPE SYSTEM
o Per Riser $25
SPRINKLER SYSTEMS
o 0 - 25 Heads $30
o 26 plus Heads $60
FIRE PUMP
[I Per Pump $100
FIRE ALARM SYSTEM
El 0 - 25 Devices $30
26 plus Devices $60
SUPPRESSION SYSTEMS
~ Wet $35
Dry $35
C02 $35
Other $35
INSPECTION FEES
Annual N/C
1 st Re-inspection $25
2nd Re-inspection $50
3rd Re-inspection $125
4th Re-inspection $250
5th Re-Inspection $500
Construction $15
Commercial $25
SPRINKLER SYSTEMS
Hydro Undergrounds $45
Hydrostatic System $45
Wet Acceptance $30
Dry Acceptance $45
Hydrant Flow $25
Hood / Booth $30
Grease Duct $15
FIRE ALARM SYSTEM
D System Acceptance $50
o Recall Acceptance $50
OTHER
Fire Wall/Smoke Wall $15
LP Gas $25
Natural Gas $25
Fuel Tanks $25
Tent $15
GREASENENTILATION
[J Hood/Ducts $35 7_
r1 ~~, $ (c?
PLANS TOTAL ~ INSPECTION TOTAL.[:=J
Comments:
/1M #~~ keg
.
GRAND TOTAL
/l
rft,r
Owner: ~ ~
Billing Address:
Billing Phone No,:
Billing Fax No.:
Contact: Or '-71/- ~.s- ~ -,o2-ifO
PERMIT FEE
FALSE ALARM FEE
1 st Alarm N/C
2nd Alarm N/C
3rd Alarm N/C
4th Alarm $25
5th Alarm $50
6th Alarm $75
7th Alarm $100
8th Alarm $150
9th Alarm $200
10th Alarm $250
Non Compliance $150
"Affidavit of Service/Repair"
SPRINKLER SYSTEMS
o Automatic $15
FIRE PUMP
o Fire Pump $15
FIRE ALARM SYSTEM
o Detection $15
OTHER
~ LP Gas
Natural Gas
Fire Works
Fuel Tanks
$45
$45
$25
$45
GREASENENTILATION
8 Hood/Ducts $15
Kitchen Suppression $15
FALSE ALARM I
TOTAL
PERMIT TOTAL!
f ~6~b~lgb
-
..t~t/67~
ItJ)/~
~~ ~r~
Date:
Inspector:
07/12/2007 13:28 FAX 18137887387
1lI001/007
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PH:813--788-7345 ., Fax:813-7S8-73B7 I 37411 Eiland Blvd. f Ztphyrhllls,FI. 33542
Date: 7012-*-7
To' M./VJ'11. S4J; f-'Z-c-r
Company: Ci~. ,,-f 2:.~f'/' JC ~ ; II S
Phone#: Fax#: J J '3 7Jt) - DO AI
Cc:
Rob Terrell
Mobil Number:407 -947-3579
From:
First of pages, 7
COMMENTS
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07/12/2007 13:26 FAX 18137887387
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JUL!12!2U07!THU 12:42 PM
HANLON ACOUSTICAL
FAX No. 813 855 1098
P. 003/007
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Acaustlcal CeJlIlIlIe
ltO"nlcalServlce 800 USG.4YDU
Web s~ www.ulg.com
SampllllUterature BBB 874.2450
SlImples/uterature Fax 888 874.2348
Customer service 800 850.3839
Literature Number SC1812
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1'1(lH 2,3 '0<1 88:5::1A~1 THOMtiS 8< BETTS TECHNICAL LIAISON
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Thomq .. Betta C~ratlon
8155 riB 80ulevard
MemPhiS, Tennessee 3a12S
(901) ~2-5000
.......0f0T._.....,__:.;.,__...._"~....."'"'...............--..
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M3rch 23, 2004
Mr. Steve Pritch;:)id
Tri-City Electric
T,~mpa. FL
SUbject: Thomas & Betts Corp Fire R..1f@d Non-Metallic Boxes
Mr. Pritc.hA(d,
Per ollr c(JI"Iversation this morning, no caulking is required around the oonduetor entrance holes In the box lo
retain the fire rating. The box should ~ Installed In a normal manner. The t:lre Test was performed at
Ufld~rwl'lt~rs LabOratories Inc, under these conditions and the boxes met the requirements.
Fer your refef~nC0. our Ut File Number i$ R9140 \mdl!lt UL Project Number 01NK21799.
If oldditkmal information is needed, ple~se do not hesitate to contact me, Thank you for u5fng Thomas & Betts
products,
SjrIOO1'~~-" _ _.<~::.:;>
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.! Gr~ Steinm~t1
T ethniea/ LIaIson f:nglncer
Fax 90" 25;2-, 333
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~~~ 23 '0~ 08:53AM T~~~iS & BETTS TECHNICAL LIAISON
P.l
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C-T*i r:.>'P 2~
',---'
ThOtnQ & B.U. COtpOratlon
a 1551&8 Soul.vard
Memphil, T.nneS$ee 38125
(901) 252.{lOOO
..
........."---__t,i.-......~..~...........,,~
TI1tImasIillBtts
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M3rch 23, 20('4
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Mr. Steve Pritchard
Tri-City Electric
T~mpa. FL
Subject: Thomas 8. Betts COl'P Fire R3ted Non-Metallic Boxes
Mr, Pritc.hA(d,
Per ollr conversation this morning, 1'10 caulking is required around the oonduetor entrance holes In the box to
retain the fire rating. The box should ~ Installed In a normal manner. The Fire Test was performed at
Ul"ld~rwriters Laboratories Inc, under these conditlons and the boxes met the requirements.
Fer your reretf.mC~l. ovr UL File Number is R9140 under UL Project Number 01NK21799.
If liidditional information is needed. ple~e do not hesitate to contact me, Thank you for using Thomas & Betts
products.
Sjrtrer~,- .-E;:::;>
-~~~.9; t'J(l?&r~~;1'-
T' Greg Steinman
l e~hoieal Liaison (:f1glncer
Fax 90'1 252..1333
e-mail greSLstoinman@tnb.com
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W~ L9:60 NOW EO-GG-03Q
Oct. 16. 2007 3: 58PM
.~....'
:1 I --l
t--1u
L.~_ ~__
CORE Construction - Sarasota Off
No, 8865 P. 2
M.P. SPYCHALA & ASSOC., .INC.
CONSULTING ENGINEERS
240 PINE A VENUE N. * OLDSMA~ FLORIDA 34677
PH.(81.3) 855.2721 * FAX(813) 855-2741
MPS PYCH@SPYCHALAENGINEERS.COM
23 YEARS OF SERVICE 1984 - 2007
MEMORAN'DUM
Date:
To:
From:
Subject:
MPS Job No:
RE:
October 16.2007
Building Department
Micr.aeIP, Sp)'chala P.E,
WestwiDds
205296
To Whom it May Concern,
Wiring methods
The dining al'C.a in this facility has been wired with non-metallic sheathed cab.le (Romex) by the contractor, It has
been detel1I1inoo that a ma.ximum occupant load of99 people will be allowed to occupy this space at any
particular time. In accordance with the fIre marshal's instructions signs will be posted that limit the occupant lood
t() 99 poop}e or less.
lflhe occupancy is limited to 99 people or less the requiremenrs of Article 518 of the National Electrical Code
will not apply as these rcql;jrements only apply to Assembly Occupancies intended for 1 00 peopl~ or more. This
being the ease, non~1l1etal1ic shoathed cable is an acceprable wiring method for this space in tht.<; building.
J f you have any questions regarding this issue, please contact our office for clarification.
Sincerely.
1IUeJAel 7'. S~..ala. 'P&
President
FL PE#.31533
!>age I of I
:' .:...~. ...~..
Oct. 16. 2007 3:53PM
O'Keefe Architects Inc.
2424 Curlew Road
Palm Harbor, FL 34683
Phone: (727) 781-5885
Fax: (727) 781-0255
Email: aaron@okeefearch.com
FAX
TRANSMITTAL
We are sending:
181 Attached Under 0
separate
cover
The Following;
0 Prints Product Dala 0
0 Speci"caUons Shop owgs 0
0 Copy of letter Samples 0
0 Original ApplforPay 0
Clrawings
181 Other Change 0
oilier
Req. for Info 0
Via:
0 Priority Ovemight F acsimite ~
0 Stand. Ovemight E.mail 0
0 2ftdDayAlr Hand Deliver 0
0 ~I Day Air Spec. Delivery D
0 Mail 0
Action:
0 Approval No Exceptions 0
Iaken
0 Review & Make Correcl. 0
Commenl Noted
181 Use & Revise & 0
rl~formatlon Resubmfl
0 Records Rejected 0
0 Signa lure Submil. 0
Speclned llem
No.0517 P. 1
Fax No.:
No, of Pages:
(including cover)
To:
Attn:
Date:
Time:
Project:
Project Number:
813.780.0021
1 ot 2
Zephyrhills Building Department
Mr. Bill Burgess, Chief Building Inspector
October 16, 2007
3:30 P.M.
West Winds ALF (permit No, 5942)
0534 (3,1 Bldg Dept Con-espondence)
Copies Date Description
1 10/16/2007 Electrical En~ineer' s Si~ed & Sealed Letter
Remarks:
Mr. Burgess,
Per your request is a signed and sealed letter from the electrical engineer-at-record
stating that romex wiring is acceptable in the dining area. We would appreciate
your cooperation and hope the hold placed on energizing our project will be
removed as promptly as possible
Thank you,
Aaron
Signed:
Oct. 16, 2007 3: 55PM
No,0517
p, 2
1-
-I
,__ :A__J
M. P. SPY.CHALA & ASSOC., INC..
CONSULTING ENGINEERS
2.40 PTNE. A VENUE N. * OLDSMAR, PLORIDA 34677
})H.(813) 855~2721 * FAX(813) 855-2741
MPSPYCH@SPYCHALAENGJNEERS.COM
2j YEARS OF SERVICE 1984 - 2007
MEMORANDUM
Untc:
To:
From~
, Subjeer:
MPS.Job No:
Octobc.' 16t 2007
Building Department
Michael I). Spychala P,E.
Westwinds
20'5296
R:E~
Wiring methods.
To Whom itMay Concern,
Tho dillillg an~ll in this facility hilS been wired with non-metallic shealhed cable (Romex) by lhe conlrnclol'. It-has
been dctemlincd thnl n maximuOl OCcl'l)lInt load 01'99 people will be allowed 10 occupy lhis space nt any
particular time. In accordnnce Wilh lho fire nlllrshul':; ilISIr'IICliolH; signs will be posled lhallimillhe occllpanlload
10 99 people or less,
Jfthe occupancy is limited to 99 people or less lhe requiremenls of Arlicle 518 or the NntionnlHleclricnl Code
willllO.t al)plyns lhese requiremenls only apply to Assembly OccuplUlcies inlended for 100 people Or morc. This
being:thecase, non.metnllic sheathed cable is nil acceptnble wiring method for [his splice in Ihis building.
I f-you have any qucslioJls regt\rd ing this isslle, please contnct our office for clarificntion.
Sincerely,
~ 1', S~/d.; 1-'&
Pl'tsidtml
j;L PENJ I 53J
Page I of I
CORE Construction - Sarasota Off
No. 8865 P.
Oc t. 16. 2007 3: 58PM
HE
~~ ~I t~
~~
Bld/niTl,::. Gr()win5. Leading. ....'iine,: .193i.
3307 Clark Rd., Ste. 2011 Sarasota, FL 34231-8419IPH: 941.552.0240 I FAX: 941.552.0245Iwww,COREstnlct.com
Date::
To:
Company:
Subject:
Phone II:
Fax #:
From,:
First of
October 16. 2007
Bill Burgess/ Kalvin Switzer
City of Zephyrhills
West Winds ALF
(813) 780-0020
John J. Hegedus Estimator/Project Manager
2 Pages;
Urgent
Please Call
Upon Receipt
As Requested
Please Reply
o
o ~
COMMENTS
o
Please see attached letter from electrical engineer you requested,
Please release approval for power to Progress Energy.
Any questions please call.
Thank you,
Building. Growing. Leading. ...Since 1937.
'"
R.L. Plowfie1d Associates
Winter Springs, Florida
9/15/2006
Post-Tensioned Slab-on-Grade Foundation Design
Job: West Winds ALF
Location: Zephyrhills, Florida
Job No.: 06186
A. Building Information:
Int, Wall Floor Trib: 0.000
Int. Wall Roof Trib: 25.125
Ext. Wall Floor Trib.: 0,000
Ext, Wall Roof Trib.: 12.563
End Wall Floor Trib.: 0.000
End Wall Roof Trib,: 6,000
Balcony Floor Trib,: 0.000
Balcony RoofTrib.: 3,000
Breezeway Trib,: 0,000
B. Load Takedowns @ Walls:
Roof Loads:
Live Load
Structure DL
RoofingfTile
SDL
Ft,
Ft,
Ft.
Ft,
Ft.
Ft.
Ft,
Ft.
Ft.
20 PSF
9 PSF
5 PSF
2 PSF
36 PSF
Floor Loads: Live Load o PSF
(@Interior) Structure DL o PSF
3/4" Deck o PSF
Gyp, Crete o PSF
Gyp. Bd. Clg, o PSF
SDL o PSF
o PSF
Floor Loads: Live Load 0 PSF
(@ Balconies Structure DL 0 PSF
& Breezeways) 3/4" Deck 0 PSF
Gyp. Crete 0 PSF
Gyp. Bd. C1g. 0 PSF
SDL 0 PSF
&0 PSF I ~ Design Roof Load =
REVIEW DATE:
CITY OF ZEPHY L)j~( ~pr/'
BUILDING OFFICIAL-r---- ()
Number of Floors: 1
Typ. Slab Thiclmess: 4 inches
Compactor Slab Thiclmess: 6 inches
Bearing Pressure: 2000 PSF
Int. Wall Height: 12,000 Ft,
Ext. Wall Height: 12.000 Ft.
End Wall Height: 12.000 Ft,
Exterior Walls: 8" C,M.D.
Ext. Footing Embed.: 12 inches
Reveal Dimension: 8 inches
Int, Footing Depth: 8 inches
BUILDING SHALL COMPLY WITH
ALL APPLICABLE BUILDING,
ELECTRICAL, PLUMBING AND
MECHANICAL CODES.
Live Load Reduction Per FEC 2001 w/ 2003 Revisions
I ~ Design Roof Load = 34 PSF I
Building shall comply with
the applicable codes of
Florida Fire Prevention Handbook
, NFPA & the ritv of ZeDhvrhills
LIve Load Reduction )ler WC200l wT 2003 Reviston~
I ~ Design Roof Load = -4 PSF I
APPROVED.
b" Fire Marshal ~f Ze . p~yrl1i '~llS ( )
; v ded \}'~ at) S
with comme . l.d{ft ~
~
o
R.L. Plowfield Associates
Winter Springs, Florida
9/15/2006
C. Footing Design:
1. Typical Interior Wall @ Unit:
( 0.00
FootFloorTnb.and
25.13 Foot RoofTrib., Typ.)
WF'rG = 34 PSF X 25,13 Ft + -4 PSF X 0.00 Ft X
o Levels + 55 PSF X 12.00 Ft = 1.51 KipsIFt
@ 2000 PSF Allowable Bearing Pressure....
Footing Width = 1.51
2
0,757 Minimium Width
I q Use 10" Wide Footing I
WFTG wi SelfWeight= 0,757 Ft X
8 in.X 0,15 KSF= 0.08 K/Ft+ 1.51 K/Ft= 1.59 KipsIFt
Footing Width = 1.59
2
0,795 Minimium Width
I q Use 10" Wide Footing I
2. Typical Exterior Wall @ Unit:
( 0.00
FootFloorTnb.and
12.56 Foot RoofTrib., Typ.)
WFTG = 34 PSF X 12,56 Ft + -4 PSF X 0.00 Ft X
o Levels + 55 PSF X 12.00 Ft = 1.09 KipsIFt
@ 2000 PSF Allowable Bearing Pressure,...
Footing Width = 1.09
2.00
0,544 Minimium Width
I q Use 10" Wide Footing I
WFTG wi SelfWeight= 0.544 Ft X 1.6667 Ft X 0.15 KSF = 0.14 K/Ft + 1.09 K/Ft = 1.22 KipsIFt
Footing Width = 1.22
2
0.612 Minimium Width
I q Use 10" Wide Footing I
3. Typical End Wall @ Unit:
( 0,00
Foot Fwor Trib. and
6.00 Foot Roof Trib., Typ.)
WrrG = .34 PSF X 6,00 Ft + -4 PSF X 0,00 Ft X
o Levels + 55 PSF X 12.00 Ft = 0,86 KipsIFt
@ 2000 PSF Allowable Bearing Pressure....
Footing Width = 0.86
2.00
0.432 Minimium Width
I q Use 10" Wide Footing I
WFTG wi SelfWeight= 0.432 Ft X 1.6667 Ft X 0.15 KSF = 0.11 K/Ft + 0.86 K/Ft = 0.97 KipsIFt
Footing Width = 0,97
2
0.486 Minimium Width
I q Use 10" Wide Footing I
R.L. Plowfield Associates
Winter Springs, Florida
9/15/2006
4. Typical Exterior Wall @ Unit/Balcony:
( 0,00 Ft. Fir. Trib., 12.56 Ft. RoofTrib,& 0.00 Ft. Balcony Trib. Typ.)
WFrG = 34 PSF X 12.56 Ft +
o PSF X 0.00 Ft X
-4
o
PSF X
Levels +
0.00 FtX 0
34 PSF X 0.00
Levels + 55 PSF X 12.00 Ft +
Ft = 1.09 KipsIFt
@ 2000 PSF Allowable Bearing Pressure.. ..
Footing Width = 1.09
2.00
0,544 Minimium Width
I Q Use 10" Wide Footing I
WFrGw/SelfWeight= 0.544 FtX
8 in, X 0,15 KSF= 0.05 K/Ft+ 1.09 K/Ft= 1.14 KipsIFt
Footing Width = 1.14
2
0.571 Minimium Width
I Q Use 10" Wide Footing I
5. Typical Exterior Wall @ Unit/Breezeway:
( 0,00 Ft, FIr. Trib., 6.00 Ft. RoofTrib.& 0.00 Ft. Breezeway Trib., typ.)
WFrG= 34 PSF X 6,00 Ft +
o PSF X 0,00 Ft X
-4
o
PSF X
Levels +
0.00 FtX 0
34 PSF X 0.00
Levels + 55 PSF X 12,00 Ft +
Ft = 0.86 KipsIFt
@ 2000 PSF Allowable Bearing Pressure. ,..
Footing Width = ~
2,00
0.432 Minimium Width
I Q Use 10" Wide Footing
WFrG wI SelfWeight= 0.432 Ft X
8 in, X 0,15 KSF = 0,04 K/Ft + 0,86 K/Ft = 0,91 KipslFt
Footing Width =~
2
0.454 Minimium Width
I Q Use 10" Wide Footing l
1>. Footing Designfor Shear & Flexure:
1. Typical Interior Wall Footings:
PMAX = 1.59 Kips
Footing Width = 10"
Shear:
Vu= 1.60 X 1.59
Vu (persidcF 1.27 KipsIFt
2.54 KipsIFt
Vu= 1272.0 lbs, = 24.95 psi
50.98 sq. in.
Flexure:
With 45 degree spread ofload through footing,
No flexure analysis required.
2, Typical Edge & End Wall Footings:
By inspection of typical interior footing, flexure
and shear are OK.
R.L. Plowfield Associates
Winte:r Springs, Florida
E Post-Tensioning Quantities:
1. Typical Interior Beam:
110 psi x 8
2. Typical Exterior Beam:
llOpsix 20
3. Typical End Beam:
110 psi x 20
4. Typical Slab-on-Grade:
9/15/2006
Per ACI~318 ('89 & '92), size post tensioning for 100 psi minimum
compressive stress, after losses. (See Section 1.12.3,1)
in x 10.00
in x 10.00
in x 10.00
8,80 Kips < 21 Kips
21.99 Kips < 21 Kips
21.99 Kips < 21 Kips
c> One Tendon
c> One Tendon
c> One Tendon
. J un. 8. 20 0 6 J9: 0 6 AM
OKE.....,.. 1'\'''''''''' I .C 1'"' .1..1\,0
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_1._.
CORE Construction - Sarasota un
WIt &. ( r 0 I V'.,1,.l'
I~O. L I L't ,r. J
06/06/06 1Lt:uu D :O~/'::O NO:947
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April 25, 2000
FTE pmjed No: 00-4.794
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t;usker De~elopment Inc.
:~801 West Laureen Street
Lecanto, Flbrida 34461
I
Attn: i Mr. Jerry B. Oltman
Florida Testing & Environmental, Inc.
P.O; BOX 5603 · I.A)(ELAND. FLORIDA 33801.6603 a TELEPHONE (883) 848-1000
· FAX (853) 648-4799
I SubsoilExploratior:l~ Site Suitability
I Foundation Design and Pavement Design Recommendations
I Proposed "UV8 Oak Lodge" Site
Located off of Eiland Boulevard
I Zephyrhllls, Pasco I County. Florida
!
I
Dear Mr. Oltman: !'
I i
In general ac!:cordance with the guidelines established through our meeting, Florida Testing
& Environm~ntal, Inc. (FTE) has c'ompleted the Final subsurface exploration and evaluation
for the subj~ct site, The purpose of this exploration was to determine the stratification and
engineering I properties of subsurface soils with respect to providing foundation design
recommendations and site preparation recommendations. This investigation covers
foundation sbils weU Within the Influence of building loads. but does not cover deep soil or
bedrock str~ta, This report contains the results of our investigation and comments based
on current project concepts. ' . ,
I '
Boring locatibns were-selected and staked by FTE in coordination with the client. We have
left the stakes in the field and elevations can be obtained at those specific locations, if
desired. i
I
This report hbs been prepared for the exclu~ive ~se of our client for their use in evaluating
thafeasibil~ of the tract for Intended usage and the design of this facility in accordance
with generall~ accepted geotechnical engineering practices. No other warranty, expressed
or impliedl Isl made, '
I
I
I
I
i
Subject:
Soil, Concrete, Bituminous and Water Analysis
Hydrogeology - Environmental Permitting
, Jun. 8.2006 19:06AM
OKEt,.. ,..",...... I ~C II.... .1.1"1....
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Report of Subl.oll ExplDr.lliQt), Sit", Suitablli1y
end Foundation Design RBCOmmel'l<lallonl .
Propolecl "LIve Oak Lodge" Site, ZepnymJl/s. ~asco CDunty
Husker D8\1&lo~nllnc.. . JSrr)/ B. Oltman
PaQe - .2 - I
Aprtl2S, 2000
FTE Project No.; :01)-4794
I
Furnished lriformation indicates thatthe subject site is being considered for the construction
of a total of la 20,000:t: square fe$t assisted living facility, The type of construction will be
C:l comblnatlbn of eMU and wood frame with 4.0 inch thick concrete floor slab.
I
'"he IOadingl intensity is expected to be light to medium.
I
I
I
Our scope 9f work related to this project has included:
1. condLcting a site reconnaIssance.
I :
Perfo~ming a total of seven (7) Standard Penetration Test borings located
I ..
throughout the project site.
cond~cting a total of eight (8) 10.0 feet deep Hand Auger Borings,
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i . .
Visua'ly inspectIng and classifying representative soil samples on the basis qf uses
Classification Procedure. .
I
Analyking assfmllated subsoil data and groundwater conditions as it relates to
interaCtion of proposed structures, and foundation soils.
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Prepa1ring this report. to present the results of our exploration program, Final
engin~ering evaluation. and foundation selection and design recommendations,
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4.
6.
2.
3.
5.
CORE Construction - Sarasota Off
S II C.I I U IVC..J.J
No. 2124 ~,4 .
06/06/06 1q.vu U' :Olf/CO NO.947
PROJECT INFORMATION
. SCOPE OF WORK
SITE LOCATION AND FEATURES
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The subject ~ite is located atthe northwest comer of Eiland Boulevard and Massey Road
in ZePhryhiHi' Pasco County, Florida.
The majority of the arta is covered with small brush and oal< trees.
I
I FIELD ACTIVITIES
Subsoil Exploration
I
I .
On April 10 t~ru 13, 2000. a total of seven (7) Standard Penetration Test Borings were
performed by!a truck-mounted drill rig, under our direction. These borings were extended
to depths ranging from 20.0 to 30.0 feet below the existing land surface. The SPT borings
\
. Jun. 8. 2006 19:06AM
I' OKEl::,"'" ""y,..,,,,CI1", .l.1..""
!
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CORE Construct ion - Sarasota Off
mJ II C.I , U IVC..J.J
No, ili4 ~. J
06/06./06 1Lt. uu LJ' : O~/t;;o NO:947
I
I
"~apoct or SIJbBolllexPlorstion. Site sultatllllly
and FOtJndaUon t:'reslQn RecommendaUons
?rcpcleQ "Live Oak Lodge" Sile, ZephyrhDII, PaaClO COLlnly
Hu,ker Development Inc, - Jerry e, OIlmlln
Page - 3 - I
Apn125, 2000 I
FTE Project No.: 00-41;.4
I
were advan~ed with the use of a drilling bit in conjunction with wash water or drilling fluid.
The boring locations have been, illustrated on the plan attached in the Appendix of this
I
report, I
Representadve soil samples from the test borings were obtained by m~ans of the split~
barrel samp(ing procedure in general accordance with ASTM specification D 1586-67. A
copy of thIS~' rocedure'is included In the Appendix. The standard penetration test results
are the res Its of recorded blow counts with a 140 pound hammer faUing freely thirty
inches, drivi I 9 drill rods attached to a standard 2.0" 0.0. sampler. In the standard manner,
the sampler js seated six (6) Inches into the. bottom of the test hole and then advanced an
additional 18.0 inches. All advancement of the sampler is accomplished by the dynamic
effort of the hammer. Blows' are applied until twenty four (24) inches of penetration are
reached or~ntll an excessive blow count Is attajned. The sampler Is then removed from
the test hOle1 opened, and the soil sample sealed in a glass Jar.
AI geotechnieal engineering representative of our firm maintained a field log of the 8011
samples rectbvered in thefield~ All the soil samples were sealed, labeled and delivered to
our.laborato~ for further examination and classification, The soil samples were visually
inspected an~ classified on the basis of texture and plastlcity in accordance with the UnlfJed
Soli Classification System.
Finally, it is ~ur opinion tharthe' aclualtransltlon between soil strata 15 oflen gradual,
thereby impl~ing that the boundaries between soil types as indicated on the attached boring
logs are app~oxjmate,
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We have stored all the soil samples recovered in the field in our laboratory. If you wish
theee eampl~S to be retained 'beyond a period of thirty (30) days from the release date of
this report. th~n please advise us. in writing.
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The subject s~te appears to be underlain by loose fine sands in the upper 4.0 to 6.0 feet.
Medium den~~ clayey sands were found to 10.0 to 15.0 feet deep. This was followed by
vory stiff to "ard clays. Some samples contained very dense Iimerock and Ilmesllts,
therefore we terminated Bome borings shallower than expected.
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Groundwater Level:
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Groundwater level was not encountered at respective test boring locations. Itwill however,
fluctuate dep~nding upon weather and other environmental aspects.
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REf AININO PERIOD
SUBSOIL CONDITIONS
R.L. Plowfield Associates
Winter Springs, Florida
6~ 'f2
9/15/2006
Post- Tensioned Slab-on-Grade Foundation Design
Job: West Winds ALF
Location: Zephyrhills, Florida
Job No,: 06186
A. Building Information:
Int. Wall Floor Trib: 0.000
Int, Wall Roof Trib: 25.125
Ext. Wall Floor Trib,: 0,000
Ext. Wall RoofTrib.: 12,563
End Wall Floor Trib,: 0.000
End Wall RoofTrib.: 6,000
Balcony Floor Trib.: 0.000
Balcony Roof Trib,: 3,000
Breezeway Trib.: 0,000
B. Load Takedowns @ Walls:
Roof Loads:
Live Load
Structure DL
RoofmgfTile
SDL
Ft,
Ft,
Ft.
Ft,
Ft,
Ft.
Ft.
Ft.
Ft,
20 PSF
9 PSF
5 PSF
2 PSF
36 PSF
Floor Loads: Live Load o PSF
(@ Interior) Structure DL o PSF
3/4" Deck o PSF
Gyp, Crete o PSF
Gyp. Bd. Clg. o PSF
SDL o PSF
o PSF
Floor Loads: Live Load 0 PSF
(@ Balconies Structure DL 0 PSF
& Breezeways) 3/4" Deck 0 PSF
Gyp. Crete 0 PSF
Gyp. Bd, Clg, 0 PSF
SDL 0 PSF
&0 PSF I c::> Design Roof Load =
REVIEW DATE:
CITY OF ZEPHY LU~( ~fJ"7
BUILDING OFFICIAL--,-- /)
Number of Floors: 1
Typ, Slab lbickness: 4 inches
Compactor Slab lbickness: 6 inches
Bearing Pressure: 2000 PSF
Int. Wall Height: 12.000 Ft,
Ext, Wall Height: 12,000 Ft.
End Wall Height: 12,000 Ft,
Exterior Walls: 8" C,M.U.
Ext. Footing Embed.: 12 inches
Reveal Dimension: 8 inches
Int. Footing Depth: 8 inches
BUILDING SHALL COMPLY WITH
ALL APPLICABLE BUILDING,
ELEcrRICAL, PLUMBING AND
MECHANICAL CODES.
Live Load Reduction Per FBC 2001 w/ 2003 Revisions
I c::> Design Roof Load = 34 PSF I
Building shall comply with
the applicable codes of
Florida Fire Prevention Handbook
, NFPA & the ritv of Zeohvrhills
Live Load Reduction J>er WC1001 wT 2003 Revisto~
I c::> Design Roof Load = -4 PSF I
APPROVED. 'is
bY. Fire Marshal ~f~. ..~.~~~aI)(S)
with comme s v lbi.r l~
~
o
R.L. 'P1owfie1d Associates
Wintl~r Springs, Florida
9/15/2006
C Footing Design:
], Typical Interior Wall@ Unit:
( 0.00
Foot Floor Trib. and
25.13 Foot RoofTrib" Typ.)
WFfG= 34 PSF X 25,13 Ft + -4 PSFX 0.00 FtX 0 Levels+ 55 PSF X 12.00 Ft= 1.51 KipsIFt
@ 2000 PSF Allowable Bearing Pressure. ,..
Footing Width = ~
2
0,757 Minimium Width
I ~ Use 10" Wide Footing I
WFfG w/ SelfWeight= 0,757 Ft X
8 in. X 0,15 KSF = 0.08 K/Ft + 1.51 K/Ft = 1.59 KipsIFt
Footing Width = 1.59
2
0,795 Minimium Width
I~use 10" WideFooting I
2. Typical Exterior Wall @ Unit:
( 0.00
Foot Fwor Trib. and
12.56 Foot Roof Trib., Typ.)
WFfG = 34 PSF X 12,56 Ft + -4 PSF X 0.00 Ft X 0 Levels + 55 PSF X 12.00 Ft = 1.09 KipsIFt
@ 2000 PSF Allowable Bearing Pressure ....
Footing Width = ~
2,00
0.544 Minimium Width
I ~ Use 10" Wide Footing I
WFfGw/SelfWeight= 0.544 FtX 1.6667 FtX 0.15 KSF= 0,14 K/Ft+ 1.09 K/Ft= 1.22 KipsIFt
Footing Width = 1.22
2
0.612 Minimium Width
I ~ Use 10" Wide Footing I
3. Typical End Wall @ Unit:
( 0.00
Foot Floor Trib. and
6.00 Foot Roof Trib., Typ.)
WFfG = 34 PSF X 6.00 Ft + -4 PSF X 0.00 Ft X 0 Levels + 55 PSF X 12.00 Ft = 0,86 KipsIFt
@ 2000 PSF Allowable Bearing Pressure,.,.
Footing Width = 0,86
2.00
0.432 Minimium Width
I ~ Use 10" Wide Footing I
WFfG w/ SelfWeight= 0.432 Ft X 1.6667 Ft X 0.15 KSF = 0.11 K/Ft + 0.86 K/Ft = 0.97 KipsIFt
Footing Width = 0.97
2
0.486 Minimium Width
I ~ Use 10" Wide Footing I
R.L. l'lowfield Associates
Winte:r Springs, Florida
9/15/2006
4, Typical Exterior Wall @ Unit/Balcony:
( 0.00 Ft. FIr. Trib., 12.56 Ft. RoofTrib.& 0.00 Ft. Balcony Trib. Typ.)
WFTO= 34 PSF X 12,56 Ft +
o PSF X 0,00 Ft X
-4
o
PSF X
Levels +
0.00 FtX 0
34 PSF X 0.00
Levels + 55 PSF X 12,00 Ft +
Ft = 1.09 KipsIFt
@ 2000 PSF Allowable Bearing Pressure .,..
Footing Width = ~
2.00
0.544 Minimium Width
I ~ Use 10" Wide Footing I
WFTO wi SelfWeight= 0.544 Ft X
8 in. X 0.15 KSF= 0.05 K/Ft+ 1.09 K/Ft= 1.14 KipsIFt
Footing Width = 1.14
2
0.571 Minimium Width
I ~ Use 10" Wide Footing I
5. Typical Exterior Wall @ Unit/Breezeway:
( 0,00 Ft, FIr, Trib., 6,00 Ft. RoofTrib.& 0.00 Ft. Breezeway Trib., typ.)
WFTO= 34 PSF X 6,00 Ft +
o PSF X 0.00 Ft X
-4
o
PSF X
Levels +
0.00 FtX 0
34 PSF X 0.00
Levels + 55 PSF X 12.00 Ft +
Ft = 0,86 KipsIFt
@ 2000 PSF Allowable Bearing Pressure ....
Footing Width = ~
2.00
0.432 Minimium Width
I ~ Use 10" Wide Footing
WFTO wi SelfWeight= 0.432 Ft X
8 in. X 0.15 KSF= 0.04 K/Ft+ 0.86 K/Ft= 0,91 Kips/Ft
Footing Width = ~
2
0.454 Minimium Width
I ~ Use 10" Wide Footing I
J). Footing Designfor Shear & Flexure:
1. Typical Interior Wall Footings:
PMAX = 1.59 Kips
FootingWidth= 10"
Shear:
VU= 1.60 X 1.59
VU(persideF 1.27 Kips/Ft
2.54 Kips/Ft
VU= 1272,0 lbs, = 24.95 psi
50.98 sq, in.
Flexure:
With 45 degree spread ofload through footing,
No flexure analysis required.
2. Typical Edge & End Wall Footings:
By inspection of typical interior footing, flexure
and shear are OK.
R.L. Plowfie1d Associates
Winte:r Springs, Florida
E Post-Tensioning Quantities:
1. Typical Interior Beam:
110 psi x 8
2. Typical Exterior Beam:
110 psi x 20
3. Typical End Beam:
110 psi x 20
4. Typical Slab-on-Grade:
9/15/2006
Per ACI-318 ('89 & '92), size post tensioning for 100 psi minimum
compressive stress, after losses. (See Section 7,12.3,1)
in x 10.00
in x 10.00
in x 10,00
8,80 Kips < 27 Kips
Q One Tendon
21.99 Kips < 27 Kips
Q One Tendon
21.99 Kips < 27 Kips
Q One Tendon
f=PIA Q 110 psi = 27000 Ibs. Q Area 245.45 sq. in,
Area
Tendon spacing for 4 inch slab: 245.45 in2 = 61.36364 inches 5.11 feet
4 in
Q Use 5'-0" Post-Tesinoning Tendon Spacing I
5, Trash Compactor Slab-on-Grade:
f= PIA Q 110 psi = 27000 lbs. Q Area 245.45 sq, in.
Area
Tendon spacing for 6 inch slab: 245.45 in2 = 40.90909 inches 3.41 feet
6 in
Q Use 3'-3" Post- Tesinoning Tendon Spacing
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CORE Construction - Sarasota un
tI!J I ( r:. ( r 0 , v~").;I'
I~o. 1. 11.4 .I. j
06/06/06 14: uu LP : 0-'/':::0 NO: 947
Florida Testing & Environmental, Inc.
P.O, BOX 5803 · l...AKELAND. FLORIDA 33807-5603 · TELEPHONE (8133) 848-1000
· FAX(ee3)~4799
Attn:
Mr. Jerry B. Oltman
Subject:
Subsoil Exploration~ Site Suitability
Foundation Design and Pavement Design Recommendations
Propo8ed "Uve Oak l.odge" Site
Located off of Eiland Boulevard
Zephyrhllls, pa'sco I County I Florida
!
i
Dear Mr. Oltman:
I !
In general acbcordance with the guidelines established through our meetIng, Florida Testing
& Environmental, Inc. (FTE) has completed the Final subsurface exploration and evaluation
for. the SUbj~bt site. The p. urposeof this exploration was to determine the stratification and
engineering properties of subsurface soils with respect to providing foundation design
recommend tions and site preparation recommendations. This investigation covers
foundation sbils well within the Influence of building loads, but does not cover deep.soil or
bedrock str~ta. This report contains the results of our investigation and comments based
on current project concepts, . ,
I
I
Boring locations were~selected and staked by FTE in coordination with the client. We have
left the stakes in the field and elevations can be obtained at those specific locations. if
desired. I
This report h~S been prepared for the exclu~ive ~se of our client for their use in evaluating
the-feasibilitY of the tract for Jntended usage and the design of this facility in accordance
with generally accepted geotechnical engineering practices. No other warranty, expressed
or implied, lsl made, .
I
I
I
I
I
Soil, Concrete, Bituminous and Water Analysis
Hydrogeology - Environmental Permitting
CORE Construct ion - Sarasota Off 06/06/06 1~~v~lU :D!ic~ NO:947
1:1 I I C. I I U I vc..J.J
. Jun 8. 2006 '19:06AM
OKEl:, .... """" ,. I ~C I "" ........
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I
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i
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I
I
Repart of SutllOll Exploralict1. Site Suitablli1y
QncI Foundatlcn tleeign RBCOmmeMaUgn,
Propolocl "IJY6 Oak Lodge" Sitlt, ZephymJI/t, F'asco County
liUlllcer OevllloptfJenllnc. . JaR)' B. Oltman
P.~ - .2 - I
Apnl2S,.2000
FTE Prcjec1 No.: ;OC>-4794
I
I
I PROJECT INFORMATION
[
I
I
Furnished l~formation indicates that the subject site is being considered for the construction
of a total ofla 20,OOO:t: square feet assisted living facility, The type of construction will be
a comblnat/bn of eMU and wood frame with 4~O inch thick concrete floor slab.
I
The loadingl intensity is expected to be light to medium.
I
I
I
Our scope 9f work related to, this project has included:
11, Cond~ctfng a site reconnaIssance.
2. perfOfming a total of e~ven (7) Standard Penelrlltion Test borlngs located
throughout the project site.
condLcting a total of eight (8) 10.0 feet deep Hand Auger Borings,
I '
I '
Visually inspectIng and classtfying representative soil samples on the basis of USCS
Classification Procedure. ,
I
Analyking assimilated subsoil data and groundwater conditions as it relates to
interabtion of proposed structures, and foundation soils.
I
I
prepa1ring this report to present the results of our exploration program, Final
engin~ering evaluation, and foundation selection and design recommendations,
I
I
i
i
I
I
!
The subject dite is located atthe r,orthwest comer of Eiland Boulevard and Massey Road
. ir, Zephryhill~, Pasco County, Florida.
I
The majority 6f the site Is covered with small brush and oak trees.
I
I FIELD ACTIVITIES
Subsoil Exploration
I
I ,
On April 10 thru 13, 2000, a total of seven (7) Standard Penetration Test Borings were
performed by\a truck-mounted drill rig, under aur direction. These borings were extended
to, depths ranging fram 20.0 to30,Q feet below the existing land surface. The SPT borings
I
I
I
~
I
I
I
I
I
r
I
4.
6.
':l'
~t,
s.
SCOPE OF WORK
SITE LOCATION AND FEATURES
, Jun. 8. 2006 19:06AM
OKEtl... ""....1. I"'C IIY .1.1'\,0
I i
I
I
I
I
I
COR EC 0 n s t r u ct ion - Sa r a sot a 0 f f
Sf I I t:.1 I U I vt:.JJ
No. L1L4 P. J 9 .,
06/06./06 14.uu L.J' :O~/'::;O NO: 47
I
I
F~eport 0' S\,lbBQI\ iExplorstion.. Bile Sulta bUlly
and FoundaUol'l ~algn Recommendations
?rcpcsed ~l.lve O~k I.odge" Sile, ZllphyrhDJI, Puce County
Hu.kttr CItVelop~nl Inc. - Jerry 6. OllmBn
Pege-3- I
Apn125, 2000 i
FTE Project No.: 9O-41SW
were advan6ed with the use of a drilling bit in conjunction with wash water or driIHng fluid.
The boring locations have been, illustrated on the plan attached in the Appendix of this
I
report. I
Representatlve soil samples from the test borings were obtained by m~ans of the split-
barrel samp~ing procedure in general accordance with ASTM specification D 1586-67. A
copy of thIS~' rocecfure is included In the Appendix. The standard penetration test results
are the res Its of recorded blow counts with a 140 pound hammer falling freely thirty
inches, drivi I 9 drill rods attached to a standard 2.0" 0.0. sampler. In the standard manner,
the sampler ,S seated six (6) Inches into the. bottom of the test hole and then advanced an
additional , 8.0 inches. AJI advancement of-the sampler is accomplished by the dynamic
effort of the ~ammer. Blows are applied until twenty four (24) inches of penetration are
reached or until an excessive blow count Is attained. The sampler Is then removed from
the last hOle! opened, and the soil sample sealed in a glass Jar.
A geotechniCal engineering representative of our firm maintained a field log of the 8011
samples recchvered in the field. All the soil samples were sealed, labeled and delivered to
our laborato~ for further examlnatJon and classification. The soil samples were visually
inspected anf classified on the basis of texture and plastJcity in accordance with the Unified
Soli Classification System.
FinallY, it is bur opinion that the' aclualtransHlon between soli strata Is often gradual.
thereby impl~ing that the boundaries between soil types as indicated on the attached boring
logs are app~oxjmate.
RETAINING PERIOD
We have sto~ed all the soil samples recovered in the field in our laboratory. If you wish
theee eampl~s to be retained beyond a period of thirty (30) days from the release date of
this report, th~n please advise us in writing.
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I SUBSOIL CONDITIONS
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The subjeot s~te appears to be underlain by loose fine sands In the upper 4.0 to 6.0 feet.
MedIum den~e clayey sands were found to 10.0 to 15.0 feet deep. This was followed by
very stiff to n.ard clays. Some samples contained very dense Iimerock and IimeslIts,
therefore we 1erminated BOlne borings shallower than expected.
Groundwater level:
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Groundwater level was not encountered at respective test boring locations, It will however,
fluctuate dep~nding upon weather and other environmental aspects.
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CORE Const ruct ion - Sarasota Off. No.2124 p, 6
. ,,~r rUlV~.J.J 06/06/06 1r.r:uu l..Jl :00/'0 NO:947
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Rlpct1 of SubsoM ExPlolllllon. Site SuilSbilily
and FOUndation ~Ign R-=mmendadol\s
Proposed 'Live clk Lodge- Site. Z~hyrnills. Palco County
Huslter Oevelcpml,nt InD. - Jerry 8. Oltmfln
Page - 4 - I
April 25, 2000 I
FTEProjec1 No.: QO.4794
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I STANDARD PENETRATION TEST
The Standa~d Penetration Test is'a widely accepted method of In -situ testing of foundation
solis (AsTMI D--1586). A two-foot long. two-inch outside diameter, split-barrel ("spoon")
sampler, att~ched to th~ end of drJlting rods, is driven 1 B.O inches Into the ground by
successive ~Iows of a 140-pound hammer freely dropping 30.0 inches. The number of
blows need~d for each slx (6) inches of penetrat.ion i~ recorded. The sum of the blO.INs
required fOfh' penetration of the second and third six-Inch Increments of penetration
constitutes t e test result or N-value. After the test. the sampler is extracted from the
ground and lopened to allow visual examination and classification of the retained soil
sample. Thel N-value has been empirically correlated with various soil properties allowing
a conservati~e estimate of the behavior of soils under load.
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The tests a~e usually performed at five-foot Intervals. However, more frequent or,
contjnuoust~sting is done by,our:f1rm through depths where a more accurate definition of
the soils is r~qulred. The test holes are advanced to the test elevations by rotary drilJing
with a cutting bit, using circulating fluid to remove the cuttings and hold the fine grains In
suspension. I Usually, the circulating fluid, which Is a bentonite drilling mud. also selVes to
keep the hole open below the water table by maintaining an excess hydrostatic pressure
inside the hdle. In some soli deposits. particularly highly pervIous ones, flush~coupled
casing must jbe driven to just above the testing dep.th to keep the hole open andJor to
prevent the loss of circulating fluid.
Representatile split-spoon samples from soils at every five feet of drilled depth and from
every differe~t stratum are brought to our laboratory in air-tight jars for further evaluation
and testing. ilf necessary, Samples not used in testing a.re stored for at least thirty (30)
days prior to being discarded, After completion of a test boring. the hole is kept open until
a steady statb groundwater level is recorded. The hole is then sealed if necessary. and
backfilled. I
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I STA~DARD PENETRATIO.N TEST BORIN'GS
A total of sev~n (7) Standard Penetration Test (SPT) Borings have been conducted at the
slJbject prop~rty. The subsoil conditions encountered have been generalized below:
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I . 5B.1 thro 5B-7
The subject rite appears to be underlain by loose fine sands in the upper 4.0 to 6.0 feet.
Medium den~e clayey sands were found to 10.0 to 15.0 feet deep. This was followed by
very stiff to ~ard clays. Some samples contained very dense lime rock and limesilts,
therefore we terminated some borlnas shallower than expected.
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Aapen 01 $ubSQil ellPlorBtic". Site SullebUlty
and FaundaUDn oeeign Rec:emmendatlcl'ls
Proposed 'Live ~Jc Lodge- SI18, Zephyr1lIU$, Pa$CI:l County
Husker Developm~m' Inc, . Jerry B. Oltman
PIIlQe.5 - I
A~l 25, ~OOO I
HE Project No.: Qo..4794
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A total of eight (8) Hand Auger Borings were conducted throughout the proposed roadway
alignment. These borings revealed fine sands to the termination depths of 120.0 Inches.
The existing! groundwater levels were 'not encountered at the time of this exploration,
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GEOTECHNICAL EVALUATION AND RECOMMENDATIONS
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T'he folloWln~ geotechnical engineering evaluation of the site has be~n based on the results
of our rece~t Final investigation. We have used previously established engineering
performance characteristics of soils similar to those encountered at this site, It Is our
opinion that $atisfactory support for the proposed structure can be obtained by the use of
the followingl foundatIon. type:
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Based on our past experience with single or multi-level buildings of timber/masonry block
walls type cdnstruotlon t we are of the opInion that these structures would show signs of
distress Wherl differential building settlement exceeds one (1) inch over a distance of 30,0
feet. ·
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I a conventional isolated column pad with continuous wall footings type
I foundation support system. if surficial soils are improved 88 stated in the
I following section ofthJs report.
i a 4.0" concrete slab-on.grade mat.
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It is emphaslted and, therefore, should be noted by all those concerned that the contents
of this report should be reviewed in its entirety prior to flnallzatlon and design of the
foundation systems.
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ALTERNATE 1 - CONVENTIONAL FOUNDATION SYSTEM
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Site Earthwotk Preparation
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The p~oPOSed building area. piUS a margin of 6.0 feet beyond the perimeter of the
foundation system on all sIdes, should be cleared and grubbed of any vegetation,
tree rtt systems, and organic topsoils.
The e~posed 8ubgrade soils should be co'mpacted with a medium 6 ton, steel drum,
vjbrat~ry roller to s.depth of 24.0 inches below the exposed surface to a minimum
of 98 percent of the Standard Proctor Ms)(lmum Dry Density as determined by
ASTMID-698, Any soft, yielding areas should be excavated and replaced with
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CORE Construction - Sarasota Off
mJ .,,,, I ~ I y-~~
06/06/06 1~~vVtj :Or'J:;b NO:947
HAND AUGER BORINGS
oi<E~_u~. J~_,?2 ~~c .I~: oJ~~
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Rspen or Subsoil !exploratiOn. Site Suitabifrty
and Foundadon olsslgn Recommendations
Pmpos8d 1./IIe ~k L.odgEl" She, Zepllyrnills, PIIIOO Counly
Husker Development Inc.. - Jerry B, Oltman
PagEl - e - i
Aprll25. 2000 I
FTE Projecl No.: 00-4794
comJacted sandy structural backfill (less than 10% passing sieve #200). A
repre.entative of our firm should be retained to verify that required density level has
been lachieved.
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FIH n~cessary to elevate the building area to desired underslab elevation shouldl
then.lbe placed in 12.0 InC...h thick layers, moisture conditioned and compacted to a
mini~um of 98 percent of the Standard Proctor Maximum Dry Density. All imported
fill shQuld be structural (free of roots and debris and should contain less than 10%,
by d1 weight. passing sieve #200).
Contlhuous wall footing trenches and isolated column pad footings should, then, be
eXCia~ated to recommended footing bottom. Bottom of excavated foundation should
be tested to ensure that soli to a depth of 12.0 inches Is compacted to 98 percent
belo~ continuous strip/wail footing. whereas this depth is on the order of 24.0 inches
in cas~ of isolated column footings. If compaction is found to be deficient, additional
cornp~ctive effort should be applied until proper density is achieved and verified.
Any Jackfill on the side and lOp of foundations should be compacted to degree
reco~mended above. .
Foundation IRecommendatlons
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Conti~uous wall and isolated pad column footir'9~ placed on solis prepared as
recon4mend above ma be ro" crtloned for a!fti~:iimtlmtnetianowaoTeesoilifie ....'.0,
('i .iP~(tififslpet2~q~i'ffeim~t. A so'ii-coveror24:0"inoh'tis"a5m'e~surea
from the bottom of the foundation to lowest adjacent outside grade' should be
provIQ~d. For isolated pad footings. the soil cover, measured from the bottom of the
footin~ to top of the floor slab. should be at least 30,0 inches.
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Conti~uous wail/strip footings should hav8a minimum lateral dimension of 1 B.O
inches and Isolated pad footings should be at least 30.0 inches wide with a
maxin{um dimension of 6.0 feet.
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The fqundation system should be designed for equal dead-load distrtbution in
accordance with Standard 'Building Code requirements.
We hale estimated the mS)(lmum differential settlement to be on the order of one-
third tq one-half inch for the continuous wall footings. and three-quarters inch for the
Interior isolated column footings. We also anticipate that the settlement would occur
almos, immediately as the loads are applied. due to granular nature of foundation
soils. I
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CORE Construct ion - Sarasota Off
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06/06/06 1~~v61~ :O~i,~ NO:947
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t!BI "" I I'" 1"''--'''''
No.2124 p, 9
06/06/06 1~.uu LJ :0'1/':::0 NO:947
ALTERNATE 2 .. 4.0" THICK CONCRETE SL.AB"()N~RADE
The Jntlre building ares. plus a margin of 6.0 feet beyond the perimeter of the
found~tlon system. should be cleared and grubbed of any vegetation. tree root
systers, and organIc topsoils. .
The e~posed soils should be compacted to a minimum density of 95%, based on
ASTM D1557 Proctor to a depth of 24.0 Inches below grade. The deficient/yielding
sUbgr~de salls, if any, ,should be completely replaced with clean structural fill (less
than 10% passing sieve #200). Materials for fill or backfin requIred to achieve
desig~ grades should consist of non-acidic, non-organic, and coheslonless soils.
The fin should be placed' in loose lifts of 18.0 Inches and each lift shoufd be
comp$cted to achieve the desired field density,
.for InJeriOr columns arid perimeter wall footings which are to be poured monolithIc
with tHe floor slab, an allowable bearing capacity of 2000 pounds per square foot
may b~ utilized in the design bearing at 2.0 feet below final soli surface. A minimum
depth bf 24.0 inches if recommended for all Interior and exterior haunched sections.
For th~ concrete structural slab design, a modulus of subgrade reaction (I<vl) of 100
psl/lnch is recommended. The slab thickness of 4.0 inches is desirable,
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This fdundationsystem employs the use of concrete slabs with haunched section
beam~l structurally reinforced with rebars to add stiffness 80 as to resist somewhat
more than usual tendency'to bend due to the greater tendency of the foundation
syste~ to settle differentially.
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It Is re~ommended thathaunched edge beams should be at least 18.0 inches wide
at the bottom. The mat should be adequately reinforced to resist negative and
positiv~ bending. moments.
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Based bn expected loading intensity and settlement estimates. it is emphasized that
a differ$ntial settlement on the order of 1S inch to 3J4 inch may occur between the
center- ~nd comer of the structure. The structural engineer should incorporate thIs
dlffererttlaJ settlement in the final design. .
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Experience has indicated that high quality concrete placed on compacted free-draining
clean natural I or fill subgrade can provide satisfactory. long-term performance as a
pavement we~rlng surface, Good performance and low maintenance Is hlghly'dependent
on satisfactorY subgrade drainage and closely spaced Joints. A joint pattern of 15.0 feet
by' 15.0 feet Is highly recommended by the Florida Concrete Products Association.
Pavement thlekness and concrete desIgn strength will depend on such variables as
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~ or Subsoil ~PIOl'.Uon. Site Sultablllly
and Foundation O4Ialgn RElc:ommandatJons
Proposed 'Llve ~k Lodge- Site. Zaphyrhllls. Pasco County
Husker [)eoJeIo~ot Inc. - Jerry S, OIlman
Page - 7 . I
April 25. 2000
HE Project No.: 00-4794
1"
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RIGID PAVEMENT STRUCTURE
, Oi<E~.u~. ..L.J2.o2c ,I~: o..~~~ CORE Co n s~r u.c, ti,o,n"" ~",~~~a sot a Of f 06/06/06 1 ~~v61 tJ : 1&,~ 0 NO: 947
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I R.eport of Sub5Oi1 ~XPlcntlOn. Site Suitabirrty
and Foundation Dl&lcIn R8CDmmencWlona
Propolilocl 'LJve O,k I.odge" Site. Zepl1yr1'1l1l1, FIIICO County
I Huekar eeveklplTlenl1nc. - Jony S, Ollmen
pa;. . a . !
April 25, 2000 I
FTE Project ND.: 00-4794
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I anticipated J.,heelloads, number of load applications, and 8ubgrade LBR value of the native
soils. For estimating purposes, a subg.rade LBR value of 15 can be assigned to the native
I sands and anticipated controlled fill. . Based on preliminary estimates, a 5.0 Inch thick
Portland ce~ent concrete slab may be considered for the light duty car travel and parking
areas. A 7.9 inch thick slab ,should be considered for the heavy duty truck travel areas.
[ These value~ should be confirmed by analysis of wheel loading and number of applications
during the design life. .
The P8vemJnt area should first be cleared and grubbed of any suf"f?lce vegetation, tree root
systems and organic topsoil. The stripped 5ubgrade should be c9mpacted to 98 percent
of the Stan~ard Proctor maximum density (ASTM 0698) to a depth of 12 inches. Site
raising fill should consist of clean sand, placed in 12.0 inch lifts, each 11ft compacted to 98
percent of th~ Standard Proctor maxImum dry density. The fJna112.0 Inch lift shall consist
of select cotjlesJonless clean sand ~5% fines content), 'compacted to 98 percent of the
Modified Prdctor maximum dry densIty. -
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Temperatur~ reinforcement may consist of 6 X 6 X 10 gauge wire mesh. Transverse
reinforceme~t and load transfer.devices should be employed as recommended by the
Florlda Concrete Products Association's design guidelines. Expansion joints should be
incorporated into the pavement, ,at its juncture with building perimeters, manholes, inlet
boxes, radii, land other appropriate locations.
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FINAL PA~MENT THICKNESS DESIGN SHOULD BE PERFORMED BY THE
PROJECT OIVIL ENGINEER UTILIZING THE DATA CONTAJNED IN THIS REPORT
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AND ANTIC~PATED TRAFFIC/LOADING CONDITIONS. FREQUENT AND/OR HEAVY
TRAFFIC M.f'Y JUSTIFY A STRONGER PAVEMENT THAN DISCUSSED ABOVE. WE
WOULD WE~COME AN OPPORTUNITY TO PROVIDE A MORE DETAILED PAVEMENT
ANAL YSIS'I .
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! FLEXIBLE/SEMI-FLEXIBLE PAVEMENT STRUCTURE
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Either limero:ck, shell, or soil-cement could be considered as a base course for this site.
Normal wet ~eason groundwater levels should be controlled to at least 18.0 inches below
a Iimerock base or associated stabilized subgrade (clean sand subgrade stabilized with a
suitable impOrted cohesive soU), If one is used.
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As a gUidelinb for pavement design, we recommend that the base course be a minimum
of 6.0 inches! thick, A stabilized. subgrade (LBR=40 or FBV=75) Is usually used with a
Iimerock bas$ course, but is usually not specified with a soil cement base course. The
stabilized subgrede soils should be compacted to at least 95% of the Modified Proctor
Maximum DrY Density. Limerock should conform to FOOT specifications and soil-cement
should meet peA requirements.
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I Report of SUblolllexplorallon, She Suitability
and Foul'lCllllon Design RacommenOilllona
Proposed "Live ~ Lodge- Sire, Zsphyrhilla. Pasco CoUl'lty
I Huslcer De\la~rnenllnc. A Jarry B. Oltman
Page.g- I
Aptll 25. 2000
FTE Project No.: ~0-4794
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I At a minimu~, the asphaltic co.ncrete wearing surface should consist of at least one inch
of either Type II or Type III asphaltic concrete meeting current Florida Department of
Transportatibn specifications and placement and compaction procadures. Type 1111
I although so~ewhat more expensive, offers increased stability, Type 5-1, which is more
durable, shduld nat be used un lese the surface course is at least 1 ~ inches thick because
I o.f t.he coars~. aggregate. Type S..-31 which is somewhat fIner aggregate, is also relatively
durable andl can be used in 1.0 : inch thickness. Type 5-1 or Type S-llI Is the preferred
surface cou~e. It is, however, important to point out that many combinations o.f asphaltic
I concrete, b~se course. and stabilized sUbgrade can be considered and that the above
, suggestlons1gUldelinesare based only on our past experience with similar projects.
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,This report elioes not deal with the possibility of existence or eventual developmento.f
sinkhole an t~is site, Deep structural borings, geophysical explaratlon. or resistivity surveys
would have tp be conducted in order to evaluate the structural condition and stabilitY of so.ll
and rock formation.
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Finally, deter~jnation of evidence of hydrocarbon contamination on this site is also beyond
the scope ofthis report. However, we did not notice any Indication (such as gasoline smell)
which would $uggest 1his site being contaminated.
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This report has been prepared in order to aid in the evaluation of the subject sites and to.
assist the deyeloper in preparing' budgets for the praposed development. The scope Is
limited to the Ispeciflc project and the location described herein, and our description of the
project repr~sents our understanding of the significant aspects relevant to soil and
foundatlan c~aracterfstlC8.
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In the event ~hat any changes in present project concepts as outlined in this report are
planned, we ~ho.uld be informed so the changes can be revIewed and the conclusions'of
this report m~dlfled as necessary in writing by the soils and foundation engineer. As a
check, we reqommend that we be authorized to. review the project plans and specifications
to confirm that the recommendations contained In this repart have been Interpreted in
accordance ~ith our intent Without this review. we will not be respo.nsible for
mlslnterpreta~ion of our data. our analysis, and/or recommendations, nor how these a're
incorporated into the final design.
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It Is recommended that all construction operations dealing with earthwork and fo.undatlons
be reviewed by our soil engineer to provide information on which to base a decision
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CORE Construct ion - Sarasota Off
mr I I "', , '"' I V,",.I,.1
06/06/06 1 ~~v~1 tj; : 1t ~J,1 NO:947
LIMITATIONS
GENERAL QUALIFICATIONS
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Repol'l of Subsoil I Exp/otallon, Site Suitability
and Foundation Qellgn Rec:cmmendaliona
Proposed ALive o8k Lodge" Site, Zephytt'lllll, Pssco Counly
Husker Development Inc. - JettY B. Oilman
Page. 10 . i
Atlril 215. 2000 I
FTE Project ND.: 00-4794
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CORE Construction - Sarasota Off No,2124 p, 12
.. IrCor rUIVCo.,l.,l 06/06/06 1Q:vu l..Jl :1i:::/~Q NO:947
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whetherthe ~esign req uirementsare fulfilled in the actual construction. We would welcome
the opportu~ity to provide construction services for you during construction. The analysis
and recommendations submitted in this report are based upon the data obtained from the
soil borings ~erformed at the locations indicated on the Boring Location Plan, and from any
other information discussed in this report. This report does not reflect any variations which
may occur ~etween these borings.
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In the perfor~ance of subsur1a~ explorationsJ specific information is obtained at specific
locations at specific times. However, it isa well known fact that variations in soil and rock
conditionse~ist on most sites belween boring locations, and also such situatIons as
groundwate~ levels vary from time to time. The nature and extent of varfatlons may not
become evl~ent until the course of construction. If variations then appear evident, it will be
necessary for a re.evaluation of the recommendations of this report after performing on-site
observation, durfn~ the construction period and noting the characteristics of any "ariatio~s.
Because of ~he possibility Of. ,these unanticipated subsurface conditions occurring, we
recommend ~hat a "changed conditions" clause be provided in the contract both with the
general contractor and in contracts with subcontractors involved In the foundation and
earthwork. cdnstruction. .
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- & Environmental, Inc.
, Jun. 8. 2006 19:08AM
, OKE!.::,... """",,.......c 'I~ ..,...
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Report or Subsoi Exploration, Site SUilabRi!y
and Foundation oal;n Recommendations
PropoiOd"Llve Oak Lodge. She. Zephyrhms, Pasco CountY
HUlk.r o..,.lop~t Inc:, ' Jeny S. Oltman
Page' 11 . !
Apr11 2~. 2000 i
FTE Pro)8Cf No.: ~ 794
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i ACKNOWLEDGMENT
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We apprecl~te this opportunity to be of service to you by performing this subsurface
evaluation service. We are available to answer any questions that may arise from this
report and to provide any additional services th~t may be needed. The undersigned may
be contacted at (941) 648.1000.
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RespectfUllyl submitted,
FLORIDA TfSTlNG & ENVIRONMENTAL, INC.
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COR E Con ~r u1 ~ ~i,ofn~ ~ ..,~~~a sot a Of f 06/06/06 1 ~~v61 ~ : 1t, ,J 3NO: 947
.v
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J v4.......
ulat~, .A" C.F.E.A.
Prj . I I '
Regis red ~rofessional Enginee~
Flori a Regi~tratlon No. 40136
Registered Ejnvlronmental Property Assessor No. 5844
Certified Florida Environmental Auditor No. 200
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4: Addressed
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..... Florida Testing
& Environmental, Inc.
, Jun. 8. 2006 i9:08AM
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No.2124 P. 14
06/06/06 .1<f.uu LJ1,':1T+/t:o NO:947
APPENDIX
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SITE LOCATION MAP ......,.....,......,.."............ , . . . . , . SHEET 1
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BORING L~CATlON DATA SHEET. . . . .. .. . . . ., . .. ... .. .. . . . .. . .. . . SHEET 2
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ASTM 0 15~6 . . . . ... . . . . . . . .. . . . . . . . . . , , . . . , . . . , , . . , . . . . . , . . . . . . , SHEET 3
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USCS CLASSIFICATION OF SOILS ................................, SHEET 4
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CHANGED ~OND1TIONS CLAUSE . , . . , . , . . , . . . . . . . . . . . . . . . . . . . . . . . SHEET 5
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BORING L9GS ........... - - . . . . . . .. . . . . .. . . .. . . . . . . . ... 5B-1 THRU 5B-7
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. & Environmental, Inc.
oi<E~,u~, J~_.?JP~c .l~: O.~~~
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S I I I- I J V I \J~JJ
/ 6 1No. L1L4 1P, 1? 47'
06/06 0 <+. UU U': ~I t;C NO: 9
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STANDARD PENETRATION TEST
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The S1andaJd Penetration Test is a widely accepted method of in. situ testing offoundation
soils (ASTM 0-1586). A two-foot tong. twc~inch outside diameter, split-barrel ("spoon")
sampler. attached to the end of drilling rods, is driven 18.0 inches into the ground by
successive blows of a 140-pound hammer freeJy dropping 30.0 inches. The number of
blows need$d for each six (6) Inches of penetration is recorded. The .sum of the blows
required fo~ penetration of the second and third six-inch incrementa of penetration
constitutes the test result or N-value. After the test, the sampler is .xtraded from the
ground and jopened to allow visual examination and classification of the retained soli
sample. The N-value has been empirically correlated with various soli' propertieS allowing
a conservatire estima1e of the behavior of soils under load,
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The testsat-e usually performed at five-foot. intervals. However, more frequent or
continuous t~sting /s done by our firm through depths where a more accurate definition of
the soils is r~uired. The test holes are advanced to the test elevations by rotary drilling
with a cutting bit, using circulating fluid to remove the cuttings and hold the fine grains in
suspension. I Usually, the circulating fluid, which is a bentoni1e drilling mud, s)loserves
to keep the h91e open beJowtbe water table by maintaining an excess hydrostatic pressure
inside the hqle, In some 8011 deposits, particularly highly pervious ones, flush-coupled
casing must pe driven to Just above the testing d~pth to keep the hole open and/or to
prevent the I~ss of circulating fluid. .
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R~presentatiye split-spoon samples from soils at every five feet of drltled depth and from
every different stratum are brought to our laboratory in air-tight jars for furthereV81ustion
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and testing. if necessary. Samples not used in testing are stored for at least thirty (30)
days prior to tt>eihg discarded. After completion of a test boring, the hole is kept open until
a steady state groundwater level is recorded. The hole is then sealed if neeassaryf and
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backfilled. I
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Florida Testing
& Environmental, Inc.
No.2124 P. 16 .
1"'t.~u tJ :1Q/~g NO.947
, CORE Construction - Sarasota Off 06/06/06
OKE~~~ ,~~_.~~~~cJ9~:O~.~~ 11II I''-'n.nvc........
~ i MAJOR DIVISIONS GRAPHIC LE'TTER
! SYMBOL SYMBOL
-
,
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COARSE ORAINEO
SOll.S
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MOAE THAN B)t!(,
OF MATEFlliAllS
LA.~G' TH~N NO.
200 leVE SIZE
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FINE GRAINEO I
SOILS I
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MORE THAN fSO'i
OF MATERIAL ISI
SMALLER THAN I
NO. 2tX) SIEVE II
SIZE
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11J(~HL Y ORGANIC ~OILS
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GRAVEL AND
ORA VEt.L v
SANDS
MORE THAN
1O'lt 0 F
COARSE
FRACTIONS
RETAINED ON
NO. 4 SIEVE
SAND ANO
SANDV SOIL.S
MORE THAN
so.. OF
COA~SE
FAACTlONs
p1A8SI~G NO. 4
, SIEVE
SILTS
AND
CLAYS
SILTS
AND
CLAYS
CLEAN GRAVELS
(UTTLE OA NO
FIN!S)
GRAVELS WITH
FlNES
(APPRECIABLE
AMOUNT OF FINES)
CLEAN SAND
(lITT!.! OR NO
FINE')
SANDS WITH FINES
CAPPR ECIASLE
AMOUNT OF FINES)
LIQUID
UMIT
ImU!
THAN fi)
LIQUID
LIMIT
GREATER
THAN so
.......
.......
....
:~:e:::::::;;::e::;:::
::;.:::::=:.;::::.~:
:::::::.;:~:
4 .
r 4 .
~
:tt.:;:::1P::::q-;:
"a----'.';ct::"Ut.
~~~~;~.' .''''
-.---...--..--....".......
.....____....."1..,.......
--....--.--.-..,.........
-.......---..."........
......-......
.....".........
- .. I... .. ,. "' "'
- ., r II II" "'"
U I: :.:: :::: ::::
. .: .~::
~
.
~,~
~
~
SC'
ML
CL
OL
1'YPICAL DESC~II'TrONS
rz.N
WELL-aRACEO GRAVEL.S,
GAAVEL-sAND MIX'T'UAES, lJTTLE
OR NO FINES
POORLY QRAOSD GRAVELS,
GM VEL-&AND MIXTURES, I.I1TL.E
OR NO FlNES
SILTY GRAVELS, GRAVEL-SAND.
SILT MiXTURES
GP
GM
OC
CLAYEY GRAVELS, I3RAVEL.
SANC-CLA V MIXTUR!'
sw
WELL-GRAD!D SANDS,
GRAVEL.LY SANDS, LrrTLE OR NO
ANES
POORLY GRADED SANDS,
GRAVSU.V SANDS, LITTlE OR NO
FINES
SIl. TV SANDS, SANDoSlL T I
MIXTUR!S
SP
SM
CLAYEY SANDS. SANO-CLA Y
MI)mJRES
INORGANIC BIL.,.S AND VERY
FINS SANDS, ROCK FLOUR, SIL TV
OR CLAYEY FINE SANDS OR
CLA 'fEY SILTS WITH SLIGHT
PLASTICITY
INORGANIC CLAYS OR LOW TO
MEDIUM PLASTICITY, GRAVELL.Y
CLAYS, SANDY CLAYS,SIlTY
CLAYS. LEAN CLAYS
ORCMNIC ilL TS AND ORGANIC
SIL TV CLAYS OF LOW PLASTICITY
MH INORGANIC SILTS. MICACEOUS
. O~ DIATOMACEOUS FINESANO
OR SIL. TV SOILS
INORGANIC CLAYS OF MEDIUM
TO HIGH PLAsncrrY, FAT CLAYS
OH ORGANIC CLAVI OF MEDIuM TO
HIGH PLASTlCrrY, ORGANIC
SILTS
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FT PEAT, HUMUS, SWAMP SOILS
WITH HIGH ORGANIC CONTENTS
NOTE!.. DUAL :SYMBOLS USEe TO INDICATE BORDERLINE SOIL CLASSIFICATIONS
UNIFIED SOIL CLASSIFICA nON SYSTEM
CH
.......... Florida Testing
~ --., & Environmental, Inc.
. Jun. 8. 2006C [9:09AM CORE Construction - Sarasota Off 06/06/06 1~~u61tJ :1'ri,~/NO:9.47
OKE~I" "J\""'." I'" Lv 401'.... . &J I I &..1 , U I uC-.JJ
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STANOhRD CLAUSE fOR UNANTICIPATED SUBSURFACE CONDITIONS
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''The owne~ has had a subsurface investigation perfonned by s foundation consultant. the
results of which are contained in the consultant's report. The consultant's report pre8ents
his conclu$ionson the subsurface condition. based on his interpretation of the data '
obtained in! the investigation. The contractor acknowledges that he has reviewed the
consultant'$ report and any addenda thereto, and that his bid for ~nh'NOrk operations is
based on the subsurface conditions, as described in that report. It is recognized that a .
subsurface linvestigation may not disclose alf conditions as they sdually exist and further, .
conditions may change,partlcularly groundwater conditions, between the time of a
subsurface !investigation and the time of earthwork operations. In recogr:'lition of these
facts, this qlause is entered in the contract to provide a means of equitable additional
compensatibn for the contractor jf adverse unanticipated conditions are encountered, and
to provide ~ means of rebate to the O\M1er if the conditions are more favorable than
anticipated. \
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At any timel during e~rthwork, paving and foundation construction operations that the
contractor e~counters conditions: that are different than those antJcipated by the foundation
consultant'sl report, he shall . Immediately (within 24 hours) bring this fact to the owner's
attention_. If the owner's representative on the construction site observes subsurface
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conditions wrtich are different than those anticipated by the foundation consultant's report,
he shall immediately (within 24 hours) bring this fact to the contractor's attention. Once
a fact of un8~tlclpated conditions has been brought to the attention of either 'the owner or
the contre~or, and the consultant has concurred, immediate negotiations will be
undertaken ~etween the ov.mer and the contractor to arrive at a change in contract price
for addition'll work or reductlon'n work because of the unanticipated conditions. The
c:cintractor aQrees that the following unit prices would apply for additional or reduced work
under the cqntract. For changed conditions for 'Nhlch unit prices are not provided, the
additional ~rk shalf be paid for on a time and material basis".
!
Another exa~ple of a changed conditions clause can be found in paper No. 4035 by
Robert F. e~rg published in ASCE Construction Division Journal, No. C02, September
1964. page 47.
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Florida Testing
& Environmental, Inc.
, Jun, 8. 2006 !9:09AM
OKE~.... r'\U""'1 J. I ~C J!~ .,,'"
. . . I
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CORECons~ru.cr~irornlJ;V~~jasota Off 06/06/06 1~~v61~ :1~it:b8 NO: 947
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So~1 Descrip-tl-on
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lOOSE, PALE B~OWN, FINE SAND (SP) . . .
. .
. . .
1--.", ., ,... ,'.,. . L...,.--.., _..____, ..".2.0 F.t. " "
.,., _....~
MEDIUM DENSEJ PALE BROWN. CLAYEY " 4 .>'
"'I., . ," y
SAND (5C) , '..... ~.
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i ",. ,~>
\ .-.,
I ~..'(
! ,4..~"r
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..: .. .'
I .'; r
I . ..'
. " .
f 10.0 FT Ii . ..
10-..-. -6.-...
STIFF :TiGHT 'SF(c)W"NiSH G'REY TO . ~t' ..,,:
YELLOW, CLA 'f f(CH) / ' /,."
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/. /...
, ,.{/..-
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20.0 FT //(
VERY DENSE, WHiTE, LIMES'L TS WITH ... . __A ~ , ii i
LlMEROCK (M-LR~ "-.. ;j I
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1--..... ..,. . , i 1-.
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BORING TERMINATED AT 30.0 FEET
. I
100% LOSS OF CIRCULATION AT 13.0'
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Name: HUSKE~ DEVELOPl\IlENT
Address: LEe ~NTO, FLORIDA
Project No. Oq-4794
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Boring and Sampling meet ASTM 0-1566 Core
DrtlJing meets ASTM 0-2113
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Penetration is the number of blows of 140
pound hammer falling 30 Inches required to
drive 1,4 inch I.d, sampler 1 foot
I
Date: APRIL 25, 2000 Boring No.: 56-1.
Project 'UVE OAK LODGE' PROJECT
Page 1 of 1 . Ground Water.NOT ENe.
FTE
Florida Testing &
Environmental, Inc.
OKE~~U~. ,,,t.J2~~cJI~:O.~~~ CORE Con~ru.c,~,o,nU~V~~~as~ta Off 06/06/06 1~~ut)tj ~1~i.:;l9N~:.~4(_
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GENSRALaEDSUBSURFACEPROF~E
Penetration
BLOWS PER FOOT
10 20 30 40 so 'SO 100
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So" Description
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LOOSE, BROW"", FINE SAND (SP)
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__.__... L.., '. ...._..~...___.____,.. 2.0 FT..
MEDIUM DENSE. PALE BROWN. CLAYEY
SAND (se) i,
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,.........
"'11
.
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..... . .....i.---....-.... .. '.
. STIFF. LIGHT BROWNISH GREY To
YElLOW, ClAY ICCH)
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_'__'''' _._.., i . . i.. __... __.. .1~.O FT __
VERY DENSE, W~1TE, I.IMESIL TS WITH '
L1MEROCK (M.LR)
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._.. i ..., ._,
~
f
J
........
~~
"-... 50 3LO NS = e
....1 0.0 .ET.
.20.0 FT.
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BORING TERMilNATEDAT 20.Q FEET
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Name: HUSKER DEVELOPMENT
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Address: LF.C~NTO, FLORIDA
Preject No. O~-4794
i
Boring and Sampling meet ASTM 0-1586 Core
Drilling meets ASTM 0-2113
i
Penetration is th~ number of blows of 140
I
pound hammer falling 30 Inches required to
drive 1.4 inch 1.0. sampler 1 foot.
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,,; ...
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~ ../..
.:-/
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Date: !tPRlL 25, 2000 Boring No.: SB-2
Project 'LIVE OAK. LODGE' l?ROJECT
PFftE~nd Wa~r.NOTENC.
~Iorida Tes~ng &
Environmental, Inc.
. Jun 8. 2006 !9:09AM CO,RE ConslrulcJ~,o~~~v~~~asota Off, 06/06/06 1~,~~~1~ :2Gi~~ONO:~47
, OKE~. _' .""..._ 1_ , _C .1_ _,....., 'I7D'
. '. !
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GENBRALIZED SUBSURFACE PROFILE
! Penetration
! .
So~1 Description BLOWS PER FOOT
o 10 20 30 40 eo 80 100
. .
.. -. .
" .
. , .
. .
~~...~.
.(t/
(,i J"
_'! .,..L,
~t./
. ~. ,..'
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/;'-,:'
," "
. / ."
" "'_01
.l .w'
-- " ..'
~"'.~
,~
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1.4 ~ ,..
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1-,,', './
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t, '. .
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. :
50BLC~ . !'O Ill: ;
.,l -'
LOOSE. DARK GREY, FINE SAND (SP)
I
._-" .._-L_... __..... '''''_'__'' 2.o.E'I-'
LOOSE, PALE GREY, FINE SAND (SP)
!
.
\'a
r----
'.'._'''___ -. ~~._._. ,._.____ __4_0 FT..
VERY DENSE, YELLOWISH 8ROWN,
CLAYEY SAND (SO)
.. _n. , .. . " . , ... __8.0FT._
VERY DENSE, GREYISH BROWN. CL,A YEY
SAND (SC) i
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"'"
......
"
11
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L- ".._.._._ i.. .. . .-?O.D FT
VERY DENSE, W~ITE. UMESIL TS WITH
LlMEROCI< (M-LRr '
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I--- . --.-.-.. I. "'___.'. .._..___. 25.0 IT.
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BORING TERMINATED AT 21.0 FEET
100% LOSS OF CIRCULATION AT 1a.O"
,
,
I
Name: H.USKE~ DEVELOPMENT
t
Address: LECA:NTO, FLORIDA
I
Project No. 00+4794
. . .
. ,
. . .
Date: APRIL 25,2000 Boring No.; SB-3
Project 'LIVE OAK LODGE' PR.OJECT'
p. 1 of 1 Ground Water:NOT ENe.
FTE
Florida Testing &
Environmental, Inc.
Boring and Sam~ling meet ASTM 0-1586 Core
Drilling meets ASjTM 0-2113
I
I
Penetration Is the; number of blows of 140
pound hammer falling 30 Inches required to
drive 1.4 inch 1.0,: sampler 1 foot
'K Jun, 8, 2006C 19:09AM. CORE Construct ion - Sarasota Off 06/06/06 1 No. L1L4 P. Ll
o Elii,.. ,~,,"'n"'l~ 'I,~ .1."1''''. .. 1(,/lOIVl:,),) q.:uu l.Jl :2'IIt:o NO:947
GENERALIZED SUBSURFACE PROFILE
i Penetration '
SOil Description BLOWS PER FOOT
! 0 10 20 30 40 60 80 100
LOOSE, GREYJ$H BROWN, FINE SAND
(SP) !
__.,. _...,..... .: . ,.~_.___2.n..F:r, ~
lOOSE. PALE BROWN, FINE SANO (SP)
I
.... . _".___.---1__._.._.... __" ....., 4.D fT_
LOOSE TO MEDIUM DENSE, PALE 8ROWN,
SLIOHL TV SIL. TYl SAND (SM-SP)
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MEOIUM151~NSE+ORANGI~"H' 'B'fUiWN I " 8.0 IT...-
eLA YEY SAND (SC)
_...______.....L... ... .... . _____~....:..._1.DJl.F.I.'---
VERY STIFF. GRliYlSH BROWN. CLAY (CH)
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..-.., ...
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"-
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:t~: ~
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... . .. ..._ _.-.;....1__ ..- . .. '" ..~~t:I.
VERY STIFF, GREYISH BROWN, CLAY WITH
ROCK FRAGME~TS (CH-LR)
" ,30.Q_ FT
\
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~./ 1(.;
, .-
1":/'/:
'" / /
1//<
/ ,.
. . .;',;".1
'.': ./....
-
BORING TERMINATED AT 30.0 FEET
i
100% LOSS OF CIRCULATION AT'16.0'
I
I
Name: HUSKER D.EVELO'PMENT
i
Address: LECANTO, FLOR1.DA
I
Project No. qO-4794
i
i
Boring and Sa~pllng meet ASTM 0-1586 Core
Drilling meets ASTM 0-2113
~
I
Penetration is tpe number of blows of 140
pound hamme' falling 30 inches required to
drive 1,4 inch 14D. sampler 1 foot
Date: APRa 25, 2ooo80rlng 'No.: S~-4
Project: 'LIVE OAK LODGE' 'PROJECT
P~e 1 of 1 GrD~nd Water.NOT ENe,
FTE
Florida Testing &
Environmental, Inc.
~ J un, 8, 2 0 0 6 c '1'9: 0 9 AM
OKE~I'" n"wl..... '''' I...., ...."'"
, I
i
CORE Construction - Sarasota Ott 06/06/06 1No. L1L4 '2'~' D..NO.947
m " '-'.,....IU'-"""" , "t.uv Ll'. &;./&;.(.) .
GENERALIZED SUBSURFACE PROFILE
i ' Penetration
So!iI Description BLOWS PER FOOT
i 0 10 20 30 .40 eo 80 100
~
!
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LOOSE, LIGHT GREY. FINE SAND (SP)
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.._. ~ ___ _'__' of.O,E[
LOOSE, LIGHT GREY, SLJGHL TV SIL TV
SAND (SM-SP) i ' n J:T
..... I ..__ .____,__ '. ..8
MEDIUM DENsei, PAL.E BROWN. SLIGHTLY
SllJY TO CLAYEY SAND (SM-SC)
MEDIU;';' 'DENS~ 't)RANGisHBROWN, . -.. 8..Q.F.T__
CLAYEY SAND (~C)
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~~ ." .. "". . L__ _____ ._. . ,.,. .ta.D..EI,
VER.Y STIFF, ORANG ISH GREY. CLAY (eM)
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..,....,...,...,..-._ ._.. , , .. L...__.___.._... . .. ._..__,_.~15.0 FT
HARD; ORANGISH GReY, CLAY WITH ROCI(
FRAGMENTS (cffLR)
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.._.____ ___0.. .. I
30.0 FT
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BORING TER"INATED AT 30.0 FEET
i
,
,
,
Name: HUS~R DEvEtOJ>ME-:NT
Address: LECkNTO. FLORIDA
I
Project No. Op-4794
i
Boring and S.rripling meet ASTM 0-1588 COle
Drilling meets A~TM 0-2113
i
Penetration is ~9 number of blows of 140
pound hammer faDing 30 Inches required to
drive 1.4 inch I.lD,sampler 1 foot.
,
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,oil .
V' ~...-,
.... "....t
" " ,.......
III ....,
,. ~~....
/ ~ /','
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-'../ -<
",' ,;,.
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// /
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,',} ,
J. ." .~ ..
//"
..." '/
...' .'
Date: APRD.. 2S) 2000 Boring No.: S'B-S.
Project: 'LIYE OAK LODGE' PROJECT
Page 1 of 1 Ground Water. NOT ENe.
FTE
Florida Testing &
Environmental, Inc.
J 8 2 0 0 6 19 . 1 0 AM COR E Con st r u ct ion - S a r a sot aUt t No L I L q. r L j
'OKEl:;.U~' ".~_. ,_ , _c..;...' ....... & I I _I ,... I vr......'" 06/06/06 1 'T. VU U' : 2~i ~o NO: 947
'GENERALIZED SUBSURFACE PROFILE
I .
i Penetration
50'1 Description 0 ~~o~s 3~E: F~T 80 100
LOOSE, LIGHT GREY, FINE SAND (SP) I . . .
.
i " . .
1 2.0 FT , . .
~ ..,
Loose, PALE BROWN, CLAYEY SAND (SC) 77
.' ..
.. ,.'
I , .'
I . .4..0FT, " ' ,~.,t.:
_.._____L., .. " ... ...... ...' I
MEDIUM DENse; ORANGISH BROWN, I-' .... ,I'
......
CLAYEY SAND (SC) '~ " .. .
, ",'./ -'
i ,'-,",,,
I ~. ,..-'
,.' " ..'
I .1 ..
i ' ,.' "
,
I ... ,
I . 1 Q.Q.FT. ... J" ,.
-..... ... -.... i - . ...--
f /:.
STIFF, LIGHT GREYISH BROWN TO I' ~
/ /
ORANGE, CIA Y I(CH) . .
,.~y/~
I ~;
i ///
I ...;;;
'. /
'1/.
",' I ,1.
/' /',1
,.',," I
" .:,' I ~~ ~
v' //
,~., ".
t' ,. I
i .,. .._. ._ .. ".. 20.0 FT //
---- . '/~
HARD, ORANGE,iCLAY WJT11 ROCK "\ h ,
FRAGMENTS (CH..LR) ~I I..
, .
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,. .., .----..---..f.-..--"" ~...-..,"-_.--....- . .-. . ~~': I ~~;I
f
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BORING TERMINATED AT 3D.0 FEET
i
i
Name: HUSKER DEVELOPMENT
I
I
Address: LEC{\NTO. FLORIDA
I
Project No, ~-4 794
i
Data: .APRIL 25, 2000 Boring No.: SB-6
Project: 'LIVE O~ ;LODGE' PROJECT
Page 1 of 1 Ground Water:NOT ENC_
FTE
Florida Testing &
Environmental, Inc.
,
Boring and Sa~plJnQ meet ASTM 0-1566 Core
Drilling meets ASTM 0-2113
i
I
,
Penetration Is thie number of blows of 140
pound flammer failing 30 Inches required to
drive 1.4 inch I,[). sampler 1 foot.
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9 lOAM CORE C t uct Ion - Sarasota Off 06/06/06 1~~'u~liJ :2~/t;~4 NO: 947
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GENERALIZED SUBSURFACE' PROFILE
Penetration
BLOWS PER FOOT
Soil .Description
LOOSE, L1GHT:GAEY. FINE SAND (SP)
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BORINQ TERMINATED AT 30.0 FEET
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Name: HUSKER DEVELOPMENT
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Address: LECANTO, FLORlDA
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~roject No. 00j-4794
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Boring and Sampling meet ASTM D-1588 Core
Drilnng meets ASTM 0-2113
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Penetration Is the number of blows of 140
pound hammer f.lIlng 30 inches required to
drl'le 1.4 inch I. D~ sampler 1 foot.
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Project 'LIVE OAK LODGE' PROJECT
Pa.ge ] of 1 . Ground Water: NOT ENe.
FTE.
Florida Testing &
Environmental, Inc.
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atlE PLAN APPRO'v",1.. I;;.....T' H......._~(p
SECTION 03, TOWNSHIP 26 SOUTH, RANGE 21 EAST
CITY OF ZEPHYRHILLS
PASCO COUNTY, FLORIDA
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817277810255
03/13/06 15:49!5l :01/02 NO:42!>
OKEEFE.ARCHITECTS INC
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All&llIllW r.~l1.IWl. D!rectOl
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Southwest Florida
Water Management District
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170 ClJrItIIfY iIIl~ 51J1tI 22ti
BerlDW, Florldl33&JO.17OO 3eOO Wit. samll&l\ Ptrtn
'"'1113'1-:1+46 \If l.IIclanto /1arIotl 34482<<)70
l-too~2714l2!FL alii" 1&52) f.a.e:a.31
lU.Jl\ll::OAoI 57:2.e:zoo SVHC JM 817-3271
2379Brold Street. 8rOOk$vllle, Florida 34B04-6S99
(3152) 7915-121.1 orl-8Q0.423-1476 (Fl. only)
SUNCOM 628-4160 TDO onl)' 1-800.231-6103 fA. only}
On ~ Intlmet lit: wat.etMattera.ore
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e7llO Fn,itvlI. Road 1801 H~ actNclrt~
Sllfaectll, FlOIIdlI 342-40-1171l Tampa, Flaridl 33Il31-6T!9
(M1) 317.3122 or (813) "7481 or
HIQOo32(1.,1:I03 (fL on,,) l.aoc>a3&0797 (1'1. Dilly)
Sl.lNClOM W4QOO 5UPlCOM S7&2070
March 9, 2006
SlJI8n .1(. O'l(eefe
24241 CurlewFtoad
Palm HarbOr, FL 34683-6821
FlnelApncy Actlon Tranamlttlll L..u.r
ERP GenerelCon,tructlon
PttrmH No.: 44080102.000
Project NM1e: Welt Winda A,.lated Living
County: PIICO
S<<:JT~ge: 3I28SJ21E
Dear MI, O'Kufe:
Subject
This .tlltr canltltuta notice Of Final Agency .Action fotII)ptOY.1 ofthe permit l'lferer.oed
.bove.Finalapproval is contingent upon no obJlICtlonto the Olltrlct'llCtIon belng
l'IClelvedby tI'le Olltrlct within the time frImeI delcl'lbed below,
YOLl oranypermn whole flubatantiaHnterestsare affet8d by the District's action
regal'Cling I permit ITIIY requett anadmlniatratlve hearing In accordance with Sectk:ln.
120,158; and 120.57, Florida Statute (F,$.), andChaptar 28-108, r:lorlda Admini,tratlve
Code (F.A.C.). of the Uniform Rut.. of Procedure. A request for he.rinQ mwt (1)
.pIaIn hoW ",. .ubStantisllntcunts ofHCh peraon requeetirtl1 the hHrfnl1 will be
~ by the DUltlict'sac:tJon, or proposed .ctlOn, (2) Itattt lit material facts dllput.d
by thepen.ronrequMting tMhMring or alate th.t the,..re no dlaputed~, and (3,
ottHJrwIH comply with Chapter Z"1CJfl,F.A.C, COpies of Seetiona 28-106.201 and
28-106.301. F.A. C. are enelOled for your rdnnce. A request for hurlng muat be filed
WIth (received by) the Agenoy Clerk of the Olstriotatthe DiItrict'l Brooklville addresa
within 21 d.p of receipt of ttU notice. Receipt II deemed tg.tJe the fifth dayaftlrthe
dill on which thl, notice II dermlted1n the United StaleImall. FaU... to fie a request
for _nng WIthin th18 time period shalt conl1ltuta .. waiVer of 8fr1 right you or luch person
may tuIve to reque.t a hearing under SectioM 120.!e8and 120.!7, F.S.Medl8tlon
PIJrluant to ~Ion 120.573, F.e,. to eettre en admlnlltnltive dilpute regarding the
Oiltrlct'tl actlonln thll matter II not ava.able prior to theft/lng of. l'tCIUMlt for nearing.
5ncloHd is . "Noticing Pack,f' that .,rovidet informl1ion regarding the DistriCt Rule
400-1.1010, F.A.C., which add,..... tntnotJflCttionof pet"IOnl wheN lubetentiel
lnterem ml)' bellffected by the District's actiOn in this matter. The poet contains
guidelines on how to prcwidenOtiCe cf the District's Iction, and a notice that you may uae.
Thaencloted approved conltructlon plans are part of the permit, and construction must
be In aa:ordance with these plan$.
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OKEEFE ARCHITECTS INC
'S 17277810255
06/13/06 17:13 151 :01/01 NO:998
. Go{den Heaftli Services
6-13-06
Bill Burgess
Building Official
City of Zephyrhills
5335 Eighth Street
ZephYrhills, FI 33542-4312
Ref: West Winds Assisted Living Facility
Dear Mr. Burgess,
We are in process of working out an acceptable landscape plan with Todd Vande Berg and in the interim
we would greatly appreciate it if your department would go ahead and issue the building permit under
the following terms.
]. We will continue to work with the planning department to create a landscape design that the city
will approve.
2. We further guarantee that the landscape work will be completed in accordance with the approved
plan before requesting a Certificate of Occupancy for the completed building,
I really appreciate the fact that everyone we have dealt with at the City has been great to work with and
have shown a high degree of common sense,
Most Sincerely,
..~
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. s E. O'Keefi .
j~. ~&-o
G\\l
~2424 Curfew Road' · Pa(m Harbor, FL 34683 · J'hone: 727-781-5885 fax: 727-781-0255
Go{den Health' Servic'cs
7-12-06
Mr. Bill Burgess
City of Zephyrhills
53335 Eighth Street
Zephyrhills, FI 33542-4312
Ref: West Winds Assisted Living Facility
Dear Mr. Burgess,
This correspondence is to confirm for you that we agree to not start any construction in the ROW of
Eiland Blvd until all final approvals have been received from the county.
All the forms and checks have been submitted and Kimley Horn is processing the permits currently and
we expect final approval shortly.
We will make whatever changes or adjustments necessary to obtain the required county approvals,
We have selected most of the major subs but we are still negotiating with the electrical subs and promise
not to ask for any electrical inspections until the sub is selected and he completes the necessary forms at
your office for the building permit paperwork.
Again, I can't tell you what a pleasure it is working with you.
Sincerely
/~
/ ..\ P'hA ·
\,~. cYl~
Dennis E. O'Keefe
2424 Curlew Road · Palm Harbor, FL 34683. phone: 727-781-
5885 fax: 727-781-0255
5CZ Lf. 2-
RUlLIHNG SHALL COMPLY WITH
ALL APPLICABLE BUILDING
ELECTRlCAL, PLUMBING ANn
MECHANICAL CODES,
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ADDENDUM NO.1
WEST WINDS ALF
ZEPHYRHILLS, FLORIDA
PROJECT NO,: 0534
REVIEW DATE: a. bL
CITY OF ZEPHY L ~
BUILDING OFFICIAL '?!
AUGUST 18,2006
THE FOLLOWING SHALL BE INCLUDED WITH AND CONSIDERED A PAR OF THE ORIGINAL
CONTRACT DOCUMENTS DATED JANUARY 18,2006, PREPARED BY O'KEEFE ARCHITECTS
INC., TO THE SAME EXTENT AS IF EACH WERE INCLUDED THEREIN FOR THE
CONSTRUCTION OF WEST WINDS ALF, ALL TRADES SHALL REVIEW EACH ITEM AND
MAKE ruDGEMENT AS TO THE EFFECT ON THE ITEM ON THE TRADE,
THIS ADDENDUM CONSISTS OF ITEMS A-I THROUGH A-21 ,
THE FOLLOWING IS A LIST OF MAJOR CHANGES THAT HAVE OCCURRED IN THIS
ADDENDUM, REFER TO THE SHEET DESCRIPTIONS BELOW AND ACTUAL DRAWINGS FOR
SPECIFIC CHANGES. NOTE THAT THIS ADDENDUM INCLUDES ARCHITECTURAL
DRAWINGS ONLY FOR THE PURPOSE OF PRICING; REVISED ENGINEERING DRAWINGS TO
FOLLOW IN FUTURE ADDENDUM.
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1. ALL EXTERIOR WALLS HAVE BEEN REVISED TO 5" THICK PRECAST CONCRETE
INSULATED WALL PANELS WITH AN R- VALUE OF 7. THE EXTERIOR WALL FINISH
SHALL BE FIBERCEMENT LAP SIDING INSTALLED DIRECTLY TO THE PRECAST
PANEL OVER BITIJMIMOUS DAMPPROOFING. THE INTERIOR FINISH SHALL
CONSIST OF CONTINIOUS %" RIGID FOAM DOUBLE-SIDED FOIL FACE INSULATION
(R-4)WITH TAPED JOINTS, 2X2 WOODFURING AT 24" O,c. WITH I-LAYER Y2" GWB,
IT IS THE INTENT THAT THE %" INSULATION SHALL HAVE NO THERMAL BREAKS
AND FORM VAPOR BARRIER. THE INTENT IS THAT THE PRECAST WALL PANELS
WilL PROJECT TO THE TRUSS BEARING HEIGHT. GABLETRUSS SHALL FORM
GABLE ENDS, PARAPET WALLS SHALL BE WOOD FRAMED, THE PRECAST PANELS
HAVE INTEGRAL 2X6 P ,T. WOOD TOP PLATE NAILER AND FULL~DEPTH BUCKS AT
ALL WINDOWS, DOORS, LOUVERS, ETC, THE ORIGINAL DESIGN CONSISTED OF 2X6
WOOD STUDS AT 16" O.c. WITH R-19 BAIT INSULATION wrrn 7/16"CDX PLYWOOD
WITH TYVEC BUILDING WRAP AND FIBERCEMENT LAP SIDING, THE INTERIOR
FINISH WAS W' GWB ATTACHED TO THE STUDS,THE PRECAST WALL PANELS
SHALL BE CERTIFIED BY THE PRECAST PANEL MANUFACTIJRER FOR A WIND
SPEED UP TO 140 :MPH, THE PRECAST WALL PANEL MANUF ACTIJRER WILL
PROVIDE AND INSTALL ALL BASE OF WALL SEALS AND VERICAL JOINT SEALS
FORA AIR AND WATER TIGHT WALL ASSEMBLY. THE ONLY EXTERIOR WALL
DIMENSION CHANGE THAT HAS OCCuRRED SINCE THE CHANGE FROM WOOD
STUDS TO PRECAST W ALL PANELS IS AT THE EXIT DOORALCOVES ON THE
EXTREME EAST AND WEST SIDES OF THE BUILDING.
THE BUILDING FOUNDATION HAS BEEN REVISED TO INDICATE THE SCHEDULED
POST-TENSIONED MONOLITHIC FOUNDATION. FINAL FOUNDATION SIZE IS
SUBJECT TO CHANGE PENDING THE POST-TENSION FOUNDATION ENGINEER'S
REVISED DRAWINGS BASED ON THE PRECAST WALL PANEL REVISION, A
CONTINIOUS .1-112" DEEP X 5-112" WIDE RECESSED NOTCH HAS BEEN ADDED AT
ALL EXTERIOR W ALL LOCATIONS TO ACCOMMODATE THE PRECAST WALL
PANELS. THEPOST -TENSIONED FOUNDATION REINFORCING TENDONS WILL NEED
TO BE COORIDINATED WITH THE PRECAST WALL PANEL FASTENER LOCATIONS.
P:\2005\0534\ADDENDUM 1 \ADDENDUM-l ,DOC
3. THE 4-HOUR CMU FIRE WALLS HA VB BEEN ELIMINATED DUE TO THE CHANGE r{\ 0ffJ@],
CONSTUCTION TYPE; INSTEAD A I-HOURFIRE/SMOKE WOOD STUD PARTION IS '~. 'r.. ~.
SCHUDELED TO BREAK THE BUILDING INT03 SMOKE COMPARTMENTS, ALL FIRE ,. cJ;
RETAR.TANT WOOD MATERIALS ASSOCIATED WITH THE 4-HOUR FIRE WALLS HAS ~\ <:
BEEN ELIMINATED,. lit,
4, THE KICHEN HAS BEEN REVISED BASED ON THE COMMENTS OF THE HEALTH
DEPARTMENT AND END USER COMMENTS. A SECOND WALL-MOUNTED HAND
SINK HAS BEEN ADDED AT THE PREP AREA, THE ICE MACHINE ATW AlT PREP
AREA HAS BEEN REVISED TO A COUNTERTOP UNIT, lEE COUNTERTOP EXTENDED
AND SECOND DROP-IN SINK ADDED FOR HAND WASHING, A FLOOR DRAIN HAS
BEEN ADDED BELOW THE STEAM TABLE, THE SIZE OF lEE 3-COMPARTMENT SINK
HAS BEEN REDUCED AND A WING WALL HAS BEEN ADDED BETWEEN 3-
COMPARTMENT SINK AND DISHWASHER. THE FOLLOWING PIECES OF EQUIPMENT
HA VB BEEN ADDED: HEATERJPROOFER, MOBILE PREP TABLE, DOUBLE-SIDED
REACH-IN REFRIGERATOR, SECOND REACH-IN REFRIGERATOR, TWO TRA YIPLATE
CABINETS, HANGING POT RACK, AND MICROWAVE, THE MOBILE SALAD BAR HAS
BEEN INDICATED AS FUTURE, BUT lEE HUB DRAIN SHOULD REMAIN WITH A
FLOOR PLATE COVER FOR FUTURE USE, THE DOOR AT THE OFFICE AND
CORRIDOR SERVICE ENTRANCE HAVE BEEN RECONFIGURED TO FLOW BETTER,
THE DOORS TO THE JANITOR CLOSET AND SECOND STAFF ENTRY INTO THE
PRIVATE DINING ROOM HAVE BEEN REVISED TO 30" WIDE, THE NON-
COMBUSTIBLE WALL ADJACENT TO THE ANSUL KITCHEN HOOD HAS BEEN
REVISED TO 4" STRUCTURAL METAL STUDS WITH W' CEMENT BASED TILE
BACKER BOARD AND CERAMIC TILE IN LIEU OF THE ORIGINALLY SCHEDULED 8"
CMU WALL WITH CERAMIC TILE, THE KICHEN EQUIPMENT SCHDUELEHAS BEEN
UPDATED TO REFLECT lEE ACfUAL EQUIPMENT QUOTED BY lEE BELTRAM FOOD
SERVICE,
5, AT THE TWO NOURSHMENT STATIONS, HUB DRAINS HA VB BEEN ADDED INSIDE
THE MILL WORK FOR COUNTERTOP ICE MAKERSIDISPENSERS,
6, THE AlC CONDENSING UNITS FOR lEE SPLIT SYSTEM AlC SYSTEMS HAVE BEEN
RELOCATED TO REDUCE THE LENGlE OF REFRIGERANT LINES AND SEPARATE
THE RESIDENT SEATING AREAS FROM lEE UNITS,
7, THE ROOF F ASCIAS HAVE BEEN REVISED TO FIBERCEMENT FASCIA BOARD OR
COMPOSITE WOOD FASCIA BOARD (CONTRACTOR'S OPTION) OVER A 2X WOOD
SUB-FASCIA IN LIEU OF THE ORIGINAL BUILT-UP WOOD SUB-FASCIA WITH
PREFINISHED ALUMINUM WRAP, THE SOFFITS HAVE BEEN REVISED TO BE
HORIZONTAL WITH 2X4 WOOD KICKERS AT 48" O.C, IN LIEU OF THE ORIGINAL
SLOPED SOFFIT ATTACHED TO THE BOTTOM OF THE TRUSS TAILS.
8. ALL EXTERIOR WINDOW AND DOOR DETAILS HAVE BEEN REVISED TO INDICATE A
RECESSED OPENING IN LIEU OF FLANGE-MOUNTED TO THE EXTERIOR BUILDING
FACE, ALL OPENING HEAD HEIGHTS HAVE BEEN REVISED TO CORRIDINATE WITH
THE SOFFIT TRIM HEIGHT,
9, THE CONTINIOUS DECORATIVE SILL AT THE EXTERIOR PERIMETER OF THE
BUILDING HAS BEEN REVISED TO A BUILT-UPFIBERCEMENT BOARD DETAIL IN
LIEU OF PREFINISHED ALUMINUM WRAP OVER CUT 2X BACKER.
P:\2005\0534\ADDENDUM 1 \ADDENDUM-l ,DOC
[)\
10, AT THE COVERED WALK ADJACENT TO THE KITCHEN AND DINING, PRE- ~
ENGINEERED WOOD LVL'S HA..VE BEEN INDICATED IN LIEU OR USING A BlITLT-UP _ '~.' '..:
DIMENSIONAL LUMBER BEAM (CONTRACTOR'S OPTION), lJ i, ,. '.
11. AT THE FRONT ENTRY, STEEL 11JBE COLUMNS 'F7' AND 'FS' HAVE BEEN SHIFTED 'I' (\~ "
TO THE NORTH TO THE INSIDE OF THE PRECAST CONCRETE WALL PANELS AND II\.
CONCEALED INSIDE GWB Pn..ASTERS, COORIDIATION Wll..L BE REQUIRED WHERE
THE STEEL BEAMS SUPPORTING THE ENTRY CANOPY PASS THROUGH THE GABLE
END TRUSSES.
12. PER THE REQUEST OF THE HEALTH DEPARTMENT, THE WALL FINISH AT THE
STAFF TOILET ROOMS.A27 AND A28 HAVE BEEN REVISED TO EPOXY WALL PAINT,
A CERAMIC Tn..E WAINSCOT HAS BEEN ADDED TO PUBLIC TOILET ROOMS A29
AND A30.
13. PER THE REQUEST OF THE BUILDING DEPARTMENT, BAITERY BACK-UP LIGHT
FIXTURES HAVE BEEN ADDED IN A18 MECHANICAL, A19 ELECTRICAL AND A20
CLEAN LINEN,
14, THE ARCIDTEcruRAL SITE PLAN HAS BEEN REVISED TO REFLECT THE AS-BUn.. T
CONDITIONS OF THE SITE UTILITIES TO THE BEST OF OUR KNOWLEDGE. THE
PARKING AREAS AT THE SOUTII OF THE BUILDING HAVE BEEN REVISED TO MOVE
AN ADA PARKING SPACE TO THE ENTRANCE, LANDSCAPE ISLANDS HAVE BEEN
ADDED TO PRESERVE TWO EXISTING TREES AT THE ENTRANCE ORGINALLY
SCHEUDLED TO BE DEMOLISHED, THE ENTRY DRIVE TO THE SITE HAS BEEN
REVISED TO PRESERVE ONE EXISTING TREE ORIGINALLY SCHEDULED TO BE
DEMOLISHED. A RAMP WITH SITE-CAST CONCRETE RETAINING WALL AND
GUARDRAILlHANDRAIL HAS BEEN ADDED TO THE NORTHEAST EXIT DOOR. THE
DUMPSTER ENCLOSURE HAS BEEN REVISED TO PRECAST CONCRETE PANELS
WITH FffiERCEMENT LAP SIDING AND PAINTED INTERIOR IN LIEU OF 8"CMU WITH
CEMENT PLASTER FINISH.
REFER TO THE DRAWINGS:
ITEM A-I:
DRAWING SP 1.01 - ARCHITECTIJRAL SITE PLAN
A. REVISE FULL-SIZE DRAWING SP1.01 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING SP1.01, DELTA 1, DATED AUGUST 18,
2006, REVISE THE ARClllTECTURAL SITE PLAN BY INDICATING THE
STRUCTURE AS "NEW 46,781 S,F. I-STORY MASONRY BUn..DING" IN LIEU
OF "NEW 47,734 S,F. I-STORY WOOD FRAME BUILDING", INDICATE SITE
UTILITES PER AS-BUILT CONDmONS PER THE DRAWING, REVISE
PARKING AREAS SOUTII OF THE BUILDING PER THE DRAWING, ADD
SIDEWALK RAMP WI SITECAST CONCRETE RETAINING WALL AND
GUARDRAIL TO THE NORTHEAST EXIT, REVISE THE SITE DATA TABLE
PER THE DRAWING,
ITEM A-2:
DRAWING 11.01- INFORMATION & WALL TYPE SHEET
A. REVISE FULL-SIZE DRAWING 11.01 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING 11.01, DELTA 1, DATED AUGUST 18,2006,
REVISE THE WALL TYPE DETAll..S BY REVISING WALL TYPES A, B, C, F,
H, J, K PER THE DRAWING (NOTE ALL EXTERIOR 2X6 WOOD STIJD
P:\2005\0534\ADDENDUM 1 \ADDENDUM-1.DOC
ITEM A-3:
ITEM A-4:
ITEM A-5:
ITEM A-6:
DRAWING A1.01 - OVERALL BUILDING PLAN
A. REVISE FULL-SIZE DRAWING A1.01 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A1.01, DELTA 1, DATED AUGUST 18,2006,
REVISE THE OVERALL BUILDING PLAN BY REVISING ALL EXTERIOR
WALLS TO PRECAST CONCRETE INSULATED WALL PANELS, REVISING
THE 4-HOURFIRE WALLS TO I-HOUR FIRE/SMOKE P ARTmONS,
REVISING THE KITCHEN LAYOUT PER THE DRAWING, RELOCATING
THE AlC CONDENSING UNITS PER THE DRAWING, SHIFTING THE
LOCATION OF COLUMNS 'FT AND 'F8' PER THE DRAWING, REVISING
THE EXTERIOR RECESSED ALCOVE WIDTHS AT THE EXTREME EAST
AND WEST EXIT DOORS PER THE DRAWING, ADDING A SIDEWALK.
RAMP W/ SITE CAST CONCRETE RETAINING WALL AND GUARDRAIL AT
THE NORTHEAST EXIT DOOR, AND INDICATING ALL SITE UTILITIES
AND PARKING PERTHE REVISED ARCHITECTURAL SITE PLAN, REVISE
CONSTRUCTION NOTES BY REVISING ITEM #41 PER THE DRAWING.
DRAWING A1.02 - "N' WING BUILDING PLAN
A. REVISE FULL-SIZE DRAWING A1.02 DATED JANUARY 18,2006 PER
REVISED FULL':SIZE DRAWING A1.02, DELTA 1, DATED AUGUST 18,2006.
REVISE THE "A" WING BUIlDING PLAN BY REVISING ALL EXTERIOR
WALLS TO PRECAST CONCRETE INSULATED WALL PANELS, REVISING
THE 4-HOURFIRE WALLS TO I-HOUR FIRE/SMOKE PARTITIONS,
REVISING THE KITCHEN LAYOUT PER THE DRAWING, SHIFTING THE
LOCATION OF COLUMNS 'FT AND 'F8' PER THE DRAWING, AND
INDICATING ALL SITE UTILITIES AND PARKING PER THE REVISED
ARCHITECTIJRAL SITE PLAN. REVISE CONSTRUCTION NOTES BY
REVISING ITEM #41 PER THE DRAWING, REVISE THE KITCHEN
EQUIPMENT SCHEDULE PER THE DRAWING,
DRAWING Al.03 - "B" WING BUILDING PLAN
A. REVISE FULL-SIZE DRAWING Al.03 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A1.03, DELTA 1, DATED AUGUST 18,2006,
REVISE THE "B" WING BUILDING PLAN BY REVISING ALL EXTERIOR
WALLS TO PRECAST CONCRETE INSULATED WALL PANELS, REVISING
THE 4-HOUR FIRE WALLS TO I-HOUR FIRE/SMOKE PARTITIONS,
P:\2005\0534\ADDENDUM 1 \ADDENDUM-l ,DOC
ITEM A-7:
ITEM A-8:
ITEM A-9:
ITEMA-lO:
RELOCATING TIlE AlC CONDENSING UNITS PER THE DRAWING,
REVISING THE EXTERIOR RECESSED ALCOVE WIDTIlS AT THE
EXTREME EAST EXIT DOOR PER THE DRAWING, ADDING A SIDEWALK
RAMP WI SITECAST CONCRETE RETAINING WALL AND GUARDRAIL AT
THE NORTIlEAST EXIT DOOR, AND INDICATING ALL SITE UTILITIES
AND PARKING PER THE REVISED ARCHITECTURAL SITE PLAN. REVISE
CONSTRUCTION NOTES BY REVISING ITEM #41 PER THE DRAWING,
DRAWING A1.04 - "C" WING BUILDING PLAN
A. REVISE FULL-SIZE DRAWING A1.04 DATED JANUARY 18, 2006 PER
REVISED FULL-SIZE DRAWING A1.04, DELTA!, DATED AUGUST 18,2006,
REVISE THE "C" WING BUILDING PLAN BY REVISING ALL EXTERIOR
WALLS TO PRECAST CONCRETE INSULATED WALL PANELS, REVISING
THE 4-HOUR FIRE WALLS TO I-HOUR FIRE/SMOKE P ARTmONS,
RELOCATING THE AlC CONDENSING UNITS PER THE DRAWING,
REVISING THE EXTERIOR RECESSED ALCOVE WIDTHS AT THE
EXTREME WEST EXIT DOORS PER THE DRAWING, AND INDICATING
ALL SITEUTILmES AND PARKING PER THE REVISED ARCHITECTURAL
SITE PLAN. REVISE CONSTRUCTION NOTES BY REVISING ITEM #41 PER
THE DRAWING,
DRA WINGA2,OI - TYPICAL UNIT ENLARGED PLANS
A. REVISE FULL-SIZE DRAWING A2,OI DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A2.01, DELTA 1, DATED AUGUST 18,2006,
REVISE ALL THE LIVING UNIT PLANS BY INDICATING THE EXTERIOR
WALLS AS PRECAST CONCRETE INSULATED WALL PANELS, REVISE 1-
BEDROOM SUITE FLOOR PLAN BY INDICATING LOCATION OF POSSffiLE
MECHANICAL CLOSET. REVISE CONSTRUCTION NOTES BY REVISING
ITEM #41 PER THE DRAWING.
DRAWING A2.02 - ENLARGED FLOOR PLANS
A. REVISE FULL-SIZE DRAWING A2.02 DATED JANUARY 18, 2006 PER
REVISED FULL-SIZE DRAWING A2,02, DELTA 1, DATED AUGUST 18,2006,
REVISE THE ENLARGED KITCHEN, LAUNDRY & PUBLIC TOILET PLAN
BY . REVISING ALL EXTERIOR WALLS TO PRECAST CONCRETE
INSULATED WALL PANELS, REVISING THE KITCHEN LAYOUT BY
REVISING PREVIOUS NON-COMBUSTffiLE CMU TO A NON-
COMBUSTIBLE LOAD-BEARING STRUCTRUAL METAL STUD WALL,
RECONFIGURlNG DOORS AT KICHENOFFICE, ADDING NEW WING WALL
AT 3-COMPARTMENT SINK, ADDING WALL-MOUNTED HANDSINK AT
PREP AREA, EXTENDING CASEWORK AND ADDING SECOND DROP-IN
SINK AT THEW AIT PREP AREA, REDUCING THE DOORS TO 30" AT
SECOND PRIVATE DINING DOOR AND JANITOR CLOSET, ADDING NEW
KITCHEN EQUIPMENT ITEMS 55 THROUGH 60, REVISE ENLARGED
TYPICAL SPA PLAN BY INDICATING LOCATION OF RADIANT.HEAT
PANEL PER THE DRAWING. REVISE CONSTRUCTION NOTES BY
REVISING ITEM #41 PER THE DRAWING, REVISE THE KITCHEN
EQUIPMENT SCHEDULE PER THE DRAWING,
DRAWING A3,OI - "A" WING REFLECfED CEILING PLAN
A. REVISE FULL":'SIZE DRAWING A3.01 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A3,OI, DELTA 1, DATED AUGUST 18,2006,
REVISE "A" WING REFLECTED CEILING PLAN BY REVISING ALL
EXTERIOR WALLS TO PRECAST CONCRETE INSULATED WALL PANELS,
ADD BATIERY BACKUP LIGHT FIXTURES TO AI8 MECHANICAL, AI9
P:\2005\0534\ADDENDUM 1 \ADDENDUM-I.DOC
ELECTRICAL, AND AlO CLEAN LINEN PER THE BUILDING
DEP ARTMENT'SREVIEW COMMENTS.
----.
ITEM A-II : DRAWING A3,02 - "B" WING REFLECTED CEILING PLAN
A. REVISE FULL-SIZE DRAWING A3,02 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A3.02, DELTA 1, DATED AUGUST 18,2006,
REVISE "B" WING REFLECTED CEILING PLAN BY REVISING ALL
EXTERIOR WALLS TO PRECAST CONCRETE INSULATED WALL PANELS,
INDICATE LOCATION OF RADIANT CEILING PANEL IN B41 SPA.
ITEM A-12: DRAWING A3.03 - "C" WING REFLECTED CEILING PLAN
A. REVISE FULL-SIZE DRAWING A3,03 DATED JANUARY 18, 2006 PER
REVISED FULL-SIZE DRAWING A3,03, DELTA 1, DATED AUGUST 18, 2006.
REVISE "C" WING REFLECTED CEILING PLAN BY REVISING ALL
EXTERIOR WALLS TO PRECAST CONCRETE INSULATED WALL PANELS,
INDICATE LOCATION OF RADIANT CEILING PANEL IN C40 SPA.
ITEMA-13: DRAWINGA3,04-TYPICAL UNIT REFLECTED CEILING PLANS
A. REVISE FULL-SIZE DRAWING A3,04 DATED JANUARY 18, 2006 PER
REVISED FULL-SIZE DRA WINGA3,04, DELTA 1, DATED AUGUST 18,2006,
REVISE ALL LIVING UNIT REFLECTED CEILING PLANS BY REVISING
ALL EXTERIOR WALLS TO PRECAST CONCRETE INSULATED WALL
PANELS,
ITEMA-14: DRAWINGA4.01-ROOFPLAN
A. REVISE FULL-SIZE DRAWING A4,01 DATED JANUARY 18, 2006 PER
REVISED FULL-SIZE DRAWING A4,OI, DELTA 1, DATED AUGUST 18,2006,
REVISE ROOF PLAN BY ELIMINATING ALL 4-HOUR FIRE WALLS AND
REQUIREMENT FIRE RETARTANT WOOD MATERIAL. REVISE GUTTER
DETAIL (OWNER ALTERNATE) BY PROVIDING FIBERCEMENT FASCIA IN
LIEU OF WOOD BLOCKING WI PREFINISHED ALUMINUM BREAK METAL
FASCIA AND INDICATING HORIZONTAL SOFFIT wrrn: KICKERS.
ITEMA-15: DRAWING A5.01- ELEVATIONS
A. REVISE FULL-SIZE DRAWING A5.01 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A5,OI, DELTA 1, DATED AUGUST 18,2006.
REVISE ALL BUILDING ELEVATIONS BY REVISING FIBERCEMENT
BOARD FASCIAS IN LIEU OF PREFINISHED ALUMINUM BREAK METAL,
INDICATING ALL ROUND ARCInTECTURAL LOUVERS AS DECORATNE
(SURF ACE APPLIED NON-FUNCTIONAL) , AND ELIMINATING THE NOTE
FOR FIRE RETARTANT MATERIALS AT FORMER 4-HOUR FIRE WALLS,
ITEM A-16: DRAWING A6.01 - BUILDING SECTIONS
A. REVISE FULL-SIZE DRAWING A6,01 DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWING A6.01, DELTA 1, DATED AUGUST 18,2006.
REVISE ALL BUILDING SECTIONS BY REVISING EXTERIOR WALLS UP
TO THE TRUSS BEARING POINT AS 5" TIIICK. PRECAST CONCRETE
INSULATED PANELS IN LIEU OF 6" WOOD STUDS, REVISE ALL
WINDOWS AND DOORS TO BE RECESSED IN LIEU OF FLUSH WITH THE
EXTERIOR WALLS, REVISE ALL SOFFITS TO BE HORIZONTAL WITH
KICKERS IN LIEU OF SLOPING, REVISE BEAMS AT EXTERIOR
WALKWAYS TO PREENGINEERED WOOD LVL'S IN LIEU OF BUILT-UP
DIMENSIONAL LUMBER, REVISE ALL FOUNDATIONS TO BE POST-
TENSIONED IN LIEU OF TRADITONAL MONOLfI1DC SLAB-ON-GRADE.
ITEM A-17 DRAWING A7,01 - SECTION DETAILS
P:\2005\0534\ADDENDUM 1 \ADDENDUM-l ,DOC
ITEM A-18
ITEM A-19
ITEM A-20
~
A :~~~~"~,:~~~t~~W'i,~rA~~ri~~~:::f8,2~'(~^ J
REVISE ROOF DETAILS #1, #2, #3, #5, #6 BY INDICATING FffiERCEMENT ~(~. J ,~ 1
BOARD FASCIA OVER 2X WOOD SUBF ASCIA IN LIEU OF PREFINISHED ~"' f)1 vJ
ALUMINUM BREAKMETAL OVER 2X WOOD SUBFASCIA, INDICATING C \ J
HORIZONTAL SOFFIT W/ 2X4 WOOD KICKERS IN LIEU OF SLOPED
SOFFIT ATTACHED TO TRUSS TAILS, INDICATING PRECAST CONCRETE
INSULATED WALL PANELS BELOW TRUSS BEARING IN LIEU OF 2X6
WOOD STUD FRAMING, REVISE ROOF EXPANSION JOINT DETAIL #7 BY
INDICATING WOOD STUD I-HOUR FIRE/SMOKE WALL IN LIEU OF 4-
HOUR CMUFIRE WALL. REVISE WALL SIDING DETAIL #10 BY
INDICATING BUILT -UP FIBERCEMENT BOARD ACCENT BAND IN LIEU
OF PREFINSHED ALUMINUM BREAK METAL OVER SLOPED 2X4.ADD
DETAIL #13 TITLED "RETAINING W ALLlEXTERIOR RAMP DETAIL" IN ITS
ENTIRETY.
DRAWING A7,02 - SECTION DETAILS
A. REVISE FULL-SIZE DRAWINGA7.02 DATED JANUARY 18, 2006 PER
REVISED FULL-SIZEDRA WING A7,02, DELTA 1, DATED AUGUST 18,2006,
REVISE ROOF OVERHANG DETAILS #1 AND #2 BY INDICATING
FIBERCEMENT BOARDF ASCIA OVER 2X WOOD SUBF ASCIA IN LIEU OF
PREFINISHED ALUMINUM BREAKMETAL OVER 2X WOOD SUBF AS CIA,
INDICATING HORIZONTAL SOFFIT W/ 2X4 WOOD KICKERS IN LIEU OF
SLOPED SOFFIT ATTACHED TO TRUSS TAILS, INDICATING PRECAST
CONCRETE INSULATED WALL PANELS BELOW TRUSS BEARING IN
LIEU OF 2X6 WOOD STUD FRAMING. REVISE ROOF PARAPET DETAIL #3
BY INDICATING BUILT-UP FIBERCEMENTBOARD ACCENT BAND IN
LIEU OF PREFINSHED ALUMINUM BREAK METAL OVER SLOPED 2X4.
REVISE EXTERIOR WALL DETAILS #4 AND #5 BY INDICATING PRECAST
CONCRETE INSULATED WALL PANELS BELOW TRUSS BEARING WITH
POST-TENSIONED MONOLITIllC SLAB IN LIEU OF 2X6 WOOD STUD
FRAMING WITH TRADITIONAL MONOLITHIC SLAB, REVISE FLOOR
EXPANSION JOINT DETAIL #11 BY INDICATATING POST-TENSIONED
MONOLITHIC SLAB IN LIEU OF TRADITIONAL MONOLITHIC SLAB.
REVISE WALL EXPANSION JOINT AND CORNERDETAILS #12,#14 & #15
BY INDICATING PRECAST CONCRETE INSULATED WALL PANELS
BELOW TRUSS BEARING IN LIEU OF 2X6 WOOD STUD FRAMING.
REVISED CEILING EXPANSION JOINT DETAIL #13 BY ELIMINATING
DOUBLE WALL AT HEAD,
DRAWING A8,02 - DETAILS
A. REVISE FULL-SIZE DRAWING A8,02 DATED JANUARY 18, 2006 PER
REVISED FULL-SIZEDRA WING A8,02, DELTA 1, DATED AUGUST 18,2006.
REVISE DUMPSTER ENCLOSURE DETAILS #18, #17, #20 & #23 BY
REVISING DUMPSTER ENCLOSURE TO PRECAST CONCRETE PANELS
WITH FIBERCEMENT BOARD LAB SIDING EXTEIOR AND PAINTED
INTERIOR OVER MONOLmC FOUNDATION IN LIEU OF 8" CMU WALLS
WITH STUCCO FINISH AND CONVENTIONAL SPREAD FOOTING
FOUNDATION.
DRAWING A9.01 - SCHEDULES
A. REVISE FULL-SIZE DRAWING A9,Ol DATED JANUARY 18,2006 PER
REVISED FULL-SIZE DRAWINGA9,Ol, DELTA 1, DATED AUGUST 18, 2006,
REVISE WINDOW TYPE ELEVATIONS BY REVISING HEAD HEIGHTS AND
INDICATING ALL SIZES ARE ROUGH OPENINGS, REVISE WINDOW
SCHEDULE BY REVISING THE DETAll... REFERENCE NUMBERS AND
P:\2005\0534\ADDENDUM 1 \ADDENDUM-1.DOC
ITEM A-21
'~
\ \~
HE AD HEIGHT. S p. ER TIffi DRAWING, REVISE ROOM FINISH SCHEDULE "~ ~'fh 'I
BY INDICATING EPOXY WALL pAINT AT STAFF TOILET ROOMS A27 & C~
A28, REVISE ROOM FINISH SCHEDULE BY INDICATING CERAMIC TILE
WAINSCOT IN PUBLIC TOILET ROOMS A29 & A30, REVISE ROOM FINISH .
SCHEDULE ABBREVIATIONS BY ADDINGDRYW ALL EPOXY pAINTED,
DRAWING A9.02 - WINDOW AND DOOR DETAILS
A. REVISE FULL-SIZE DRAWING A9,02 DATED JANUARY 18,2006 PER
REVISED FULL~SIZE DRAWING A9.02,DELTA 1, DATED AUGUST 18,2006.
REVISE EXTERIOR HOLLOW METAL DOOR DETAILS #1 AND #2 BY
RECESSING THE DOOR FRAME INTO THE OPENING AND INDICATING
PRECAST CONCRETE WALL PANEL IN LIEU OF 2X6 WOOD STUD
FRAMING, REVISE INTERIOR DOUBLE EGRESS HOLLOW METAL DOOR
DETAILS #12 AND #13 BY INDICATING WOOD STUD I-HOUR FIRE/SMOKE
WALL IN LIEU OF 8" CMU 4-HOUR FIRE WALL. REVISE ALUMINUM
WINDOW DETAILS #23 AND #24 BY RECESSING WINDOW IN OPENING
AND INDICATING PRECAST CONCRETE W ALLP ANEL IN LIEU OF 2X6
WOOD STUD FRAMING. ADD ALUMINUM WINDOW DETAILS #23AAND
#23B IN THEIR ENTIRETY, REVISE AUTOMATIC ENTRANCE DOOR
DETAILS #25 AND #26 BY INDICATING PRECAST CONCRETE WALL
PANEL WITH POST -TENSIONED MONOLITHIC SLAB IN LIEU OF 2X6
WOOD STUDS FRAMING WITH TRADmONAL MONOLITHIC SLAB
FOUNDATION,
END OF ADDENDUM NO. 1.
P:\2005\0534\ADDENDUM 1 \ADDENDUM-l.DOC
FEB-8-2008 05: 09P FROM: ENGINEERING INSPECTI 727834367~ ~,.,.",::~
-
TO: 918137800021
F:;P2-::'7,=:~~::
.PASCO COUNTY ENGINEERING INSPECTIONS
ENGINEERING INSPECTIONS DIVISION
4444 GRAND BLVD.
NEW PORT RICHEY, FLORIDA 34652
PHONE (727) 834-3670
FAX (727) 834-3676
FACSIMILE TRANSMISSION COVER SHEET
TO:
KAREN MILLER, SENIOR CODE SUPPORT SPECIALIST
CITY OF ZEPHRYHlLLS
FAX #
1-813-780-0021
FROM:
KATHY SHIVLEY
PASCO COUNTY ENGINEERING INSPECTIONS
DATE: 2-8-08
.. -
REGARDING:
KAREN,
THIS SITE HAS MET ALL REQUIREMENTS AND IF NOW READY
TO GO INTO MAINTENANCE.
IF YOU HAVE ANY QUESTIONS PLEASE GIVE ME A CALL.
THANK YOU,
KATHY
TRANSMITTING 2 PAGES. lNCLUDING COVER. IF YOU DO
NOT RECEIVE ALL PAGES PLEASE CALL (727) 834-3670
__,FEB-8-212108 05:10P FROM: ENGINEERING:.ItslSPECTT(27~~2:~7;~.:,
TO: 918137800021 =-=:E,~Ef'::.c:/_2,::=--=.i~;,::.~.
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ENGINEERING INSPECTIONS DIVISION
REVIEW {:/NSPECTION .COMMENTS
PROJECT: WEST WINDS ASSISTED LIVING FACILITY OFF SITE IMPROVEMENTS R.O,W. PERMIT#29926
.2/8/08 UPDATED
PROJECT NO.: EILAND BLVD ROW #29926 1ST TURN LANE DATE '1/24/08 INSPECTED
BY: CHECKED: C, WILSON
REFERENCE REMARKS
2ND INSPECTION FOR RELEASE OF A PERFORMANCE GUARANTEE &
ACCEPTANCE OF A MAINTENANCE GUARANTEE
1 ALL PREVIOUS DEFICIENCIES HAVE BEEN RECTIFIED,
1
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