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CITY OF CLEARWATER
LONG RANGE PLANNING
DEVELOPMENT REvIEW
PLANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTIE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
June 21,2002
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Mr. and Mrs. James Justice
3010 c.R. 31
Clearwater, FL 33759
RE: Development Order regarding case FLS2002-05039 at 3010 c.R. 31
Dear Mr. and Mrs. Justice:
This letter constitutes a Development Order pursuant to Section 4-202.E of the Community
Development Code. On June 13, 2002, the Development Review Committee (DRC) reviewed your
application for Flexible Standard Development approval to reduce the front (east) setback along
Meadowlark Lane from 25 feet to 10 feet for a 331.5 square-foot room addition to an existing single-
family dwelling, as a Residential Infill Project, within the LMDR, Low Medium Density Residential
District under the provisions of Section 2-203.C. The DRC unanimously recommended approval of
the application with the following bases and condition:
Bases for Approval:
1. The proposal complies with the Flexible Standard Development criteria per Section 2-203.
2. The proposal is in compliance with other standards in the Code including the General Applicability
Criteria per Section 3-913.
3. The development is compatible with the surrounding area and will enhance other redevelopment
efforts.
Condition of Approval:
1. That tree barricades be installed and proper pruning be performed prior to the issuance of any
building permits.
I concur with the findings of the Development Review Committee and, through this letter, approve
your application for Flexible Standard Development with the one condition as stated above. The
approval is based on and must adhere to the site plan dated received April 30, 2002.
Pursuant to Section 4-303, an application for a building permit shall be made within one year of
Flexible Standard Development approval (June 21,2003). All required certificates of occupancy shall
be obtained within one year of the date of issuance of the building permit. Time frames do not change
with successive owners.
BRIAN J. AUNGST, MAYOR-COMMISSIONER
ED HART, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER
HoYT HM1ILTON, COMMISSIONER * BILL]ONSON, COMMISSIONER
"EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER"
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June 21, 2002
Justice - Page Two
Please be aware that the issuance of this Development Order does not relieve you of the necessity to
obtain any building permits or pay any impact fees that may be required. In order to facilitate the
issuance of any permit or license affected by this approval, please bring a copy of this letter with you
when applying for any permits or licenses that require this prior development approval.
In addition, please be aware that an appeal of a Level One approval (Flexible Standard Development)
may be initiated by a property owner abutting the property which is the subject of the approval within
seven days of the date the development order is issued. A copy of the Development Order is being sent
to the surrounding property owners. The filing of an application/notice of appeal shall stay the effect of
the decision pending the final determination of the case. The appeal period for your case will expire on
June 28, 2002.
If you have any questions, please do not hesitate to call Wayne M. Wells, AICP, Senior Planner at 727-
562-4504.
Cynthia H. Tarapani, AICP
Planning Director
CC: Surrounding Property Owners
S:IPlanning DepartmentlC D BlStandard FlexlPending Casesl3 - Up for the Next DRCICounty Road 31 30ID JusticelCounty Road 313010
Development Order. doc
SPECIFICA liONS
DIVISION FOUR
'-AASONRY
SECTlON 04200 UNIT fJASONRY
(NO WORK TIiIS SECTlON)
8 Installation
A Discord units of material which ore unsound, warped, bowed, twisted,
Improperly treated, not adequately seasoned or too small to fabricated work
with minimum of JOints or optimum JOinting arrangements, or which ore of
defective manufacture with respect to surfaces, sizes or patterns.
8 Install work plumb, level, true and straight with no distortions. Shim as
reqUired uSing concealed shims Install to 0 tolerance of 1/80 In 80-00 for plumb
and level counterlops, and with 1/16- maximum offset In flush adjOining
surfaces.
C. SCribe and cut work to fit adjoining work, and refinish cut surfaces or repair
damaged finish at cuts.
D Trim: Install with minimum number JOints possible, uSing full-length pieces (from
maximum length of lumber available) to the greotest extent pOSSible Stagger
JOints in adJOcent and related members. Cope at returns, miter at corners, to
produce tight fitting joints with full surface contact throughout length of JOint
Use scarf joints for end-to-end JOints.
E. Casework Install Without dlstortlan so that doors and drawers will fit openings
properly and be occurately aligned Ad}.Jst hordware to center doors and
drawers In openings and to prOVide unencumbered operation. Complete the
Installation of hardware and accessory Items as Indicated Maintain veneer
sequence matching (If any) of casework With transparent fTnish.
F Anchor finish carpentry work to anchorage deVices or blocking bUilt-in or
directly attached to substrates
9 Ad}.Jstment, Cleaning, Finishing and Protection
A Repair damaged and defective work wherever pOSSible ta eliminate defects
runc;llon<llly und vIAuolly. whnrn n,,1 POAAlhl" II) r"polr propnrly, rflploc" work
Adjust JOinery for uniform appearance
B. Clean work on exposed and semi-exposed surfaces.
C. Refer to DiViSion 9 Sections for final finishing of installed finish carpentry work.
D. Proteclion: Installer of work sholl odVlse Contractor of final protection to
maintain conditions necessary to ensure that work Will be without
damage or deterioration at time of acceptance
DIVlSlON ONE - GENERAL REQUIREMENTS
SECTlON 01010 SUMMARY OF ll-lE WORK
1. The worle Includes on addition to 0 reSidence n accordance w1th the
contract documents
2 The performance of 011 construction under thiS contract sholl conform to 011 applicable
local codes and ordinonces and the Federal Occupational Safety and Health Standard
3. The Contractor must exercise proper precaution to vertfy figures shown 0!1 the
drawlngl and must notify the Architect If discrepancies ore found
4. Ililechanl(;ol, Plumblt'lg and Electrical draWings ore dlagrammatlcol Contractor to furnish
and In.tall III Iteml neceasory for 0 complete, first-closs Installation or that ore essential
for proper operation of worlc indicated
5. Contractor snail praVlde 0 locotran (tie-In) survey prepared by 0 registered surveyor
SufWIy ehall ahow exact location of exterior walls In relation to property lines. Submit
two cople. of .u,.....y to Architect.
5. Contractor sholl Install Architect's praject sign at location directed by the Architect
Contractor shall pIck up sIgn at the office of the Architect ond return sign to same
10catl0!1 after construcllO!1. ~h on JOb Site, the Architect's sign IS the
re.ponelbnlty of the Contractor, and shall be returned undamaged and In reusable condition
7. All work on thIs project shall conform to the requirements of the General Conditions of the
Controct for Construction, AlA Document A201 Fourteenth EdltlO!1, 1997 and ore hereby
mad. a port of th... sp,clficatlons os If bound herein and sholl apply to 011 dlVlslons os
lhou\lh coplu In oct.;'
8. All moterlal. to be Incorporated Into the praject shall be new If reqUired, the contractor
""'011 furTliah latlsfactory evidence as to kind and quality and meet 011 speCification
stondard and requirements.
9. The contractor !!It1all store 011 materials for construction and pratect from rOln, pilferage
anlll damage. Controctor snail obtain insurance covering same
DIVISION FIVE ~ETALS
SECTION 05120 - STRUC11JRAL STEEL
(NO WORK TIiIS SECTlON)
SECTlON 05400 ~ETAL S11JDS
(NO WORK TIiIS SECTlON)
DIVISION SlX WOOD AND PLASTlCS
SECTlON 06192 - PREFABRICATED WOOD TRUSSES
1 Prefabricated wood trusses Include planar structural units consisting off metal plate
connected members which ore fabricated from dimenSion lumber and which hove been
cut and assembled prtor to delivery to the JOb site
2. The extent of wood trusses IS indicated on drawings and speCified herein
3. Comply With application requll'ements and recommendatioos of the folllOwlng Truss
Plate Institute (TPI) pUblicatioos.
A. "DeSign Specification for "'etal Plate Connected Wood Trusses-
8 -Commentary and Recommendatioos for Handling and Erecting Wood
Trusses-
C -Commet'ltary and Recommet'ldatioos for Bracing Wood Trusses-
o -QuQllty C()t'ltrol 1.101110101-
4 Comply With applicable requirements of .Natlonol Design SpeCification for Wood
Construclton- published by N.F P A.
5 Comply With PS 20 and With applicable rules of the respective grading Inspecltng
agencies for species and grade of lumber indicated.
6 PrOVide truss connector plates manufactured by 0 ftrm which ie 0 member of
TPI and which compiles With TPI quality cootrol procedures for manufoclture of
connector plates published It'I TPI -Quality Control Monual-.
7 PrOVide trusses by 0 firm which has 0 record of successfully fabricating trusses similar to
type Indicated ond which complies With the follOWing requirements for qluallty control
A. FabrIcator practices 0 quality control program which complies With, or 15
comparable to, one publlsned In T?I -Ouallly Control l.4anuat- alnd wh Ich
Involves Inspection by on Independent Inspection ond tesling agency
acceptable to Architect and authorities having junsdlction.
8 Submit shop drawings shOWing species, sizes and stress grades of lumber to be used,
pitch, span, comber, configuratloo and spacing for each type of truss requlfed; t)'Pe.
size, material, finish, design 1/101 1.1 e, and location of metal connector plot es, and bearing
and anchorage details.
A. Provide shop draWings which have been Signed and stomped by structural
engineer licensed to practice It'I the State the project IS located.
9 Handle and store trusses with core, and In accordance with manufacturer's Instructions
and TPI recommendations to avald dam<Jge from bending, overtuming or other couse
for which truss IS not deSigned to resist or et'Idure.
10. Time delivery and erection of trusses to OVOid extended oo-slte storage and to avald
delay,ng work of other trades whose worlc must follow erection of trusses
11 Products:
A. Factory morle each piece of lumber With t)'Pe, grade, mill and grading aget'lcy
8 Nominal sizes ore Indicated, except os shown by detaa dlmen SIOOS PrOVide
actual sizes as requlfed by P5 20, for dressed lumber, 545, unless otherwise
Indicated.
C. Provide seasoned lumber With 0 mallimum mOisture content at time af
dressing of 15"-Lumber epecies. Southern Pine, graded by SP!B.
D. Lumber Grade: For species indicated, provide the follOWing stress-rated
grade: -Selected Structural-.
12. l.4etal Connector Plates, Fasteners and Anchorages:
A. Connector plate material: Uetal complYIng With follOWing reqlUlrements, unless
otherwIse Indicated; not less than -0036- thick, cooted lhlckness.
8. Galvanized sheet steel: AST!.f A -4-46, Grode A, Coating G60.
C. Fastet'lers and anchorages' PrOVIde Size, type, material and finish Indicated,
complying With applicable Federal Speclficotioos for nolls, screws, bolts, nuts
and washers and anchoring deVices
13. Truss Installation
A. Erect and brace trusses to comply With recommendations of manufocturer and
the Truss Plate Institute.
B Erect trusses wllh plane of truss webs vertical (plumb) and parallel to each
other, located accurately at deSign spacings Indicated
C. HOist units in place by means of lifting equipment SUited to sizes and types of
trusses reqUired, applied at deSignated 11ft pOints as recommended by
fabricator, exerCIsing core not 0 damage truss members or JOints by out-of-
plane bending or other causes.
D. Provide temporary bracing os required to maintain trusses plumb, parallel and in
location indicated, until permar-ent bracing is Installed
E. Anchor trusses securely at 011 beonng points ta comply With methods and
details indicated.
F. Install permanent braCing and related component. to enable lrusses to
maintain design spacing, withstand live and dead loods Including lateral
loads, and to comply With other Indicated reqUirements.
G Do not cut or remove truss members.
SECTION 01340 SHOP DRAWINGS AND SAMPLES
I. CQ.ntractor to provide Owner samples for approval or product literature prior to
orderlnlj) and/or fobrlcatloo of lhe follOWing
a. Concrete mill deelgn and tests
b Soli poisoning
e. Roofing
d. Doors ,door hardware and Windows
eo Interior ond exterior finishes
f Insulation products
9 Electrical eqUipment
h HVAC equipment
I. Plumbing fixtures
~ All other Items listed In speCifications
2. Venficatlon of field mealurement. or conditions shall remain the responSibility of the
Con tractor
DIVISION SEVEN
TIiER"'AL AND MOIS11JRE PROTECTlON
SECTlON 07193 - ELASTlC SHEET VAPOR BARRIERS
Extent of elastic sheet vapor barner work IS shown on DraWings and under all new on grade
concrete slobs.
2. Proceed With vapor barner work only after substrate construction has been completed and vents,
piping, drains and other prajectlons have been Installed
3. Pol}'eth~ene \/Opor borner: PrOVide 0 Single pol}'eth~ene film, of natural color and 60 mils thiCk, In
Widest practical widths.
4. Install vapor barners under Interior ground-supported floor slabs. Lop JOints 0 minimum distance of
6- and utend up Intersecting walls the slab lhickness. Seal watertIght around Items penetrotlng
membrane. ExerCise core to a\/Old punctures Extend caver age to extrem Ibes of areas to receive
barrier.
5. Pratect installed vapor borners, so that continuing conslruction actfvltles and work of other lrades
Will not result In punctures or other forms of damage and deterlorotlon of \/Opor barriers.
S[CTlON 01700 PRO..E:CT CLOSEOUT
1. UpO!1 completion of the work under thiS contract and before final pa~ent will be mode
SUbmit the following Iteme to the Owner:
o Submit 1 copy af project record documents ta Owner, redllnlng Significant
cI10ngel or slgnlflcont detail not shown on the original documents onto a
let of blue/ine prints.
b Submit properly executed releases of I en from all subcontractors and
material suppliers containing onglnal signatures and raised notary seal.
r~ Certificate of Occupancy from applicable government authoritIes.
d. Warranty / Guaranty certificates os called for In indiVidual secUons of the
~eclflcotlons.
e. Letter certifying the delivery of 011 keys to the owner
Letter cortlfYlng that 011 Items on the Final Punch List hove been completed
or corrected
lj) LIst of all subcootractors Including addresses and telephone numbers.
h '-Calntenance Uonual detolllng the procedures required for proper care and
maintenance of all equIpment furnished under the COli tract.
S[cnON 01720 - PROJECT RECORD DOCUMENTS
1. Ililalntaln at the job !Ilte one copy of all Contract DraWings and Praject "'anual Clearly
morlc the DrawIngs 01 Praject Record Copy: maintain In good condition, al/lOllable at all
tltTlel for inspection by the Architect. Do not use for conslructlon
2 Morlc up the most approprlate Document to show
o. SIgnificant changes mode dUring the construction process
b. SIgnificant detail not shown In the Original Contract Documet'lts
3. Keep Project-Record Documents current Do not permanently conceal any work until
the reqUired InformatIon has been recorded
<\.. UM! red line on all documents. In marking the DraWings use the same s~ba(s.
legend., ete. as used on ten DraWings to Identify like material, piping, etc.
5. Submit Project Record Documents to the Architect upon completion of the Project and
prior to flnal pa;ment.
SECTlON 07200 - INSULA TlON
1. Extent of Insulation worle is shawn on draWings, by generic name or by abbreViation
2. Insulation to be as follows:
o Masonry wall Insulation to be 3/4- rigid board type
Insulation, extruded polystyrene board (or other as
per applicable code) T)'Pe IV, 1 6 Ib/cu ft minimum denSity. Install board
between wall furring stripS to net add to wall thickness. (or Tayior Foam
foam fill at the contractors option)
b. Roof Insulation to be R-30 Blown-in t)'Pe, minimum
thickness os required to meet r- value
c. Stud wall Insulatfon to be R"'19 fiberglass batt-type
d Floor Insulation over unheated space to be R-19
fiberglass batt-t)'Pe
3. Comply With manufacturer's instructions for particular conditions of
Installation In each case. If printed Instructions ore not available or do not apply h project
con dltions, con sui t manu facturer' s technical represen tatlve for speCific recommendo tlons
before proceeding With work.
4. Extend Insulation full thickness as shawn over enbre area to be
Insulated Cut and fit tightly around obstructions, and fill voids with
Insulation Remove prajections wh Ich In terfere With placement
5 PrOVide 0 radiant heat barrier manufactured of aluminized fall over
kraft paper dlfectly below top chord of 011 roof members. Apply
barrier above 011 conditioned space and as per manufacturer's
written Instructions.
SECTION 07311 - ASPHAL T S~NGLES
1 PrOVide 30 }'ear dimenSional asphalt shingles to match eXisting or other as
selected by the Owner Comply With manufacturers InstallaUon instrucUons
SECTlON 07460 - VINYL SIDING
1 Vin~ siding to be Vartform DUrlgraln D-5 5- Vln~ Siding or approved equal
2. Install siding os per manufacturer's written instructions and recommendations
3. Siding system sholl hove vin~ Sills. head and Jambs, corner and other wall trim Installed to prOVide 0
100"; Vin yI exterior system.
4 Soffits sholl be resoratlon styie "beaded soffit: wllh InviSible venting as manufactured by Wolverine
or Architect approlled equal.
5. Siding color sholl be off-white or cream With white trtm.
DI~SlON TWO ~- SlTEWORK
S[CTlON 02050 - DEMOUTlQN AND AL TERA TlONS
(NO WORK 11115 SECllON)
St:CTlON 02100 SlTE CLEARING
'. Provide protections necessary to prevent damage to eXisting Improvements and
Yegetat>On Indicated to remain In place
2 Reploce >'l!'ietatlon It'Idlcated to remain that IS damaged by coostructlon
3. Remove abJve-grade and be/ow-grade Impravements necessary to perm t
conatructlon and other worlc 01 Indicated and os requlfed
~. Remove excess excavated material, trash, debriS and waste materIals from the
Owner'. property and legally dispose of It
SECTlON 06200 ROUGH CARPENTR'(
PrOVide labor and motenals for 011 wood grounds. nailers. blocking, framing, wood
fumng, sheathing. rafters ete.
2 Comply With the follOWing wood product quality standards
a. Lumber standards - PS 20
b. Plywood standards - PS 1 / ANSl - A199.1 and APA
3 Nominal SIZes of lumber ore indicated, except os shown by detail dimensions
4. PrOVIde dressed lumber, S4S unless otnerwlse Indicated, seasoned lumber With 19"
maximum mOisture content at trne of dreSSing.
5 PrOVIde exterior or ,n terlor grade plywood os requlfed by field application PrOVide 18
gage humcone clips (Heckmon or equal)
6 All wood exposed to weather or In contact With maaonry sholl be pressure treated In
accordonce With A'tltPB LP-2
7 Fumng for gypsum drywall, unless otherwise Indicated, prOVIde 1- x 2. furnng at 16- on
center vertically
SECTlON 07600 flASHING AND SHEET METAL
PrOVide aluminum AST!.f B 209, alloy 3003, 20 gage flashing
os shawn and as reqUired by conventional practice.
2. Shop fabricate work to the greatest extent pOSSible. Shop fabricate ALL corners, T's, ends and
Interfaces Fabricate non-moving seams In sheet metal With flat lock seams
3 For steel flashing, tin edges to be seamed, form seams, rivet
and solder Form aluminum seams With epoxy seam sealer,
rivet JOints for additional strength as requlfed
4 Where aluminum IS to be Installed dtrectly on cementotlous
or wood substrates. Install 0 course of paper slip sheet and 0
course of polyeth>Aene underla~ent
SECTla. 02202 EAR TIi WQRI<
, Perform excavation worlc In compliance With applicable requirements of
go...ernlng authOrities haVing j.Jrlsdictlon and os recommended by SOil testing agency
2 COl'ltroclor to provide acceptable material for backfill and fill Soa compaction to
be In accordance With ASTht D 1557 With 0 95" maximum denSity and os follows
a Structures: Compact top 12" of subgrade and each la]'ef of backfill or fill
matenal at 95" maximum denSity
b .)loba: Compact top 12- of subgrade and each layer of backfill or fill
material at 95" maximum denSity
c lawns: Compact top 6- of subgrade and ecd'l layet' of backfill or fill
material ot 90" maximum denSity
d Walkways: Compact top 6- of subgrade and eoch la]'ef of backfill or fill
material at 95" maximum denSity
e. Pavements: Compact top 12- of subgrade and eoch laJ'ef of backfill or fill
moterlal at 95"; maximum dens ty
3. Grade areas adjocent to building lines to drain away from structures and to
prevent pondlng of water.
St:CTlON OJ310 CONCRETE WORK
1. All concrete worlc sholl be performed In accordance With the -SpeCifications for
Structural Concrete for Bundlnct (ACI 301)
2. Reinforcing steel shall be domestic steel conforming ta ASTM AS15 grade 60 Welded
lIflr. fabric snail conform to ASTht A185
3. All concrete sholl be ready-mixed concrete In accordance With ASnA C94
4. Portland cement to be ASllA C 150, Type I
5. Noo-shrtnk grout to be CRD-C 621 factory prem xed. Type D, nonmetalliC grout
S. Proportion and deSign mixes to result In concrete slump at pOint of placement of 4-
(plul or mlnu. 1 Inch). Design mix to be 3000 pSI minimum 28-day compressive
strength, 470 Ibs cement per C\Jblc J<lrd minimUm
7. No odmlxturM sholl be provided Without prior appraval of the Architect
8. Provide curing In occordance With ACI 301 proceO!.ores
SECTlON 06201 - FINISH CARPENTRY &: I.4ILLWORK
1 finish carpentry and malwork Includes work which IS exposed to view, IS non-structural,
and WhlCl1 IS not specified os port of other sections Types of work in thiS sectlO!1
Include
A. Caseworlc and countertops.
B Wood shelVIng
C. Wood casing and trim
2 AWl quality standard. Comply With applicable reqUirements of Architectural Woodwork
Quality Standards published by the Architectural WoodworIc Institute (AWl), except os
otherWise Indicated
3 Submit shop drawings shawing locatloo of each Item, dlmenslooed plans and
elel/lOtloos. large scale details. attachment devices and other components Submit shop
drawings for the followings:
A. Cosework and mUlworle
4 Submit the follawlng somp/es for each species and cut or pattern of finish carpentry and
millwork.
A. PlastiC LorTllnate: 1 piece, J- X 5-.
5 Wood Product Quality Standards:
A. PlastiC laminate: Comply With NEMA LD-3 for type, thickness, color, pattern
and finish indicated for eoch clpplication, 01' if not indicated, os selected by
Architect from manufacturer's standard product.
B Woodworlc standard. C<lmply With Architectural Woodwork Institute (AWl)
-Custom Quality Stondords. unless otherwise Indicated For follOWing t)'Pes of
woodwork comply With indicated standards as applicable:
1 Standing and Running Trim A'M SectlOO 300
2. Caseworlc and Countertops: A'M Section 400
3 ShelVing: A'M Section 600
4. Miscellaneous Work: AWl Section 700.
C. CaseworIc hardwore standard' Except a. otherWise Indicated, comply With
ANSI-1569 -American Notional Standard for Cabinet A Hordware-, Ouallty
Level, T)'Pe 2 (Instltutlooal), unless othenwise Indicated
6 Products; Intenor Finish'
A. Wood trim for pall'\t fll'\lsh PrOVIde finger joll'\ted pine or poplar, fin Ish os In
speclfTcat!oo SeCtIon 9900 Palntlng.
7 Miscellaneous '-Iaterlals:
A. Fasteners and onchorages: Provide nons, screws and olher anchoring deVices
of the proper type. size, material and finish for oppllcotion indlcaled to prOVide
secure attachment, concealed where pOSSible, and complYIng With applicable
Federal Specifications.
1. ~ere fltllsM carpentry IS exposed on exterior or In areas of high
relative humidity, provide fasteners and anchorages With 0 hot-
dipped Zlne cootlng (AST!.f A 153).
B. Preser.-otive treatment; Following baSIC fabrication provide J-mlnule dip
treatment of finish carpentry Items In 5 percent solulton of pentachlorophenol,
with vehicle which wal not interfere With finish application and Will produce
minimum effect upon appearance. Apply brush coot on surface cut after
lreatment
SEC1l0N 09250 GYPSUM DRYWALL
Gypsum wallboard products
o Standard gypsum wallboord sholl be 48- Wide With tapered edges, 23/64- thick
and sholl conform ta ASnA C-36
b. Water resistant g)'Psum wallboard shall be self-furnng 48- Wide sheets, 23/64-
thick and conform to ASTM C-,36
2. Products and metal accessories
a. Corner beads and coslng beads sholl be standard galvanized steel section and
monufactured for use With drywall construction
b. Nalls shall be annular ring nails conforming to ASnA C-380.
d. Screws shall be self-drilling, corrosion resistant screws with phillip heads
SECTlON 07900 - JOINT SEALERS
1 PrOVide elostomerlC sealants to seal and make watertIght 011 exterior JOints os required.
2 PrOVide caulking compound ta fill or close Interior JOints where expansIon and conlractlon ore of no
conSideration and where appearance IS of primary Imparlance
3 Caulking compound sholl be architectural grade non-shrink elastic caulking compound conforming
to federal speclficalion TT-C-598
4 Sealants sholl be one of the follOWing types:
Manufacturer "'asonry and Concrete
G E. Sllprup
Dow Corning 790
PRC
5 Color
All other
1200
786
500
surfaces
areas
of caulking compound and sealanls sholl match adjacent
where not pain ted
SECTl~ 02280 TERMITE CONTROl
1. Provlde eon treatment for termite control. Apply SOil treatment after exca\/Otlng, filling
and grading operations are completed
DIVISION EIGHT
DOORS AND WINDOWS
SECTlON Oal00 DOORS AND WINDOWS
PrOVide doors as Indicated on the draWings and as scheduled Conform to all manufacturer's
requirements regarding Installation
2 Re-key 011 eXisting doors to be re-used Replace eXisting hardware that IS Inoperable
2. Provide Chlorop:~l"Irfol rDureban - TC") or Permathrln or other os approved or
recommended by local authority. Apply 05 recommended by chemical manufacturer.
J. Provide 5 }'eor wntten guarantee secured by 0 $50.000 minimum repair bond for each
occurrence with the proVlsloo for the Owner to renew the bond for on additional ten
year. 00 0 yeor1 y baSIS.
DIVISION NINE - FINISHES
SECTlON 0251-4 PORl1.AND CEMENT CONCRETE PAVING
,. Concrete curbs, walks and paVing to be minimum 3000 pSI concrete (at 28 days) With 0
slump range of 3- to 5- ond on alf content of 5" to 8"-
2. Locate expansIon JOints at 20' on center for each conltnuous run of curb, walkway or
pavement alab unless otherwise Indicated
3. Provide premolded )OInt fillers for expansion JOints abutting concrete curbs, catch
ballnl, monhole.. Inlets, structures, walks and other fixed objects.
4. Comply .Ith the requirements of DIvIsion Three sections for miXing and plaCing
coocrete.
DIVISION TIiREE
CONCRETE
.
-..........,._~.,..."f1~!T~___--t'"
3 Drywall Installation
o The gypsum wallboard sholl be Installed by on approved, experienced drywall
applicator normally engaged In thiS trade
b Water resistant gypsum wallboard sholl be applied to walls In tOilet rooms
c Gypsum wallboard of maximum practical length sholl be used so that on
absolute minimum number of end JOints occur Boards sholl be brought Into
contact With each other but sholl not be forced Into place. G)'Psum board JOints
at openings sholl be located so that no end JOint will align With edges of
openings All end JOints shall be staggered
d Apply g)'Psum board With the length at right angles to the supporting members
Center abutting ends or edges over supports
e Fasteners sholl be spaced not less than 3/8- from ends and edges of
wallboard Wallboord shall be held In firm contact With support slightly below the
surface of the wallboard With core being taken while fasteners are being placed
Heads shall be dimpled to break the parer face
f Apply gypsum board With fasteners spaced 12- on center in the field and 8" on
center along vertical edges.
g All JOints, Internal angles, dimpled corners and edges shall be reinforced and
finished uSing the 3-coot system Allow 24 hours for drymg time between
applications of cement Sand the cement after each coot is dry to 0 smooth
surface effectively concealing the JOints or fasteners
h JOint trealment products shall be fiber reinforced tape ond ready mixed JOint
compound and toppings compound os recommended by the g)'Psum board
manufacturer
Corner beads sholl be applied to all external corners Casing beads sholl be
llpplllld O'uUr1d IlI1 woll or t:Qlllr'IJ llpnnlnlJlI
All materials sholl be delivered to the job site In unbroken manufacturer's
containers and sholl be properly stored and protected from the elements until
use
SECTlON 09311 - CERAMIC TlLE
1 Ceramic tile flOOring sholl be os speCified on the draWings.
2 Installation sholl be thin set With dry-set mortar or latex addltlve Portland cement mortar In
accordance With the manufacturer's recommendations and ANSl standard A11 8/018.4
3 Tile shall be Installed conttnuous With properly aligned JOints in 011 directions Finish surftOce sholl be
true and level
4 Upon completion of grouting With latex-portland cement grout, tile sholl be cleaned and! protected as
recommended by tile manufacturer
SECTlON 09510 - ACOUSTlCAL CEILINGS
(NO WORK TIiIS SECTlON)
SECllON 09660 - RESILIENT TlLE flOORING
(NO WORK TIiIS SECTlON)
SECTlON 09680 - CARPETiNG
1 The extent of each type of carpeling IS Indicated on the DraWings, and SpeCificatiOns, and IS
defined to Include carpet and accessories
2 Comply With Carpet SpeCifiers Handbook by The Carpet and Rug Institute, comply With
recommendations which con be reasonably applied to t)'Pes of Carpeting work required
J Deliver 2~ of each different carpet reqUired (con be usable scraps of carpet) to Owners deSignated
storage space, properly packaged (paper wrapped) and Identified. Usable scraps are defined to
Include roll ends of less than 9-0- lengt", and pieces of more than J sq ft area and more than 8-
Wide Dispose of smaller pieces
4 PrOVide warranty, Signed by Contractor, Installer and Manufacturer (Carpet ""II), agreeing ta repair
or replace defective materials and workmanship of carpeting work dUring 2-year warranty period
following substantial completion Attach cOpies of product warranlies
5 Carpet Products
A Carpet Installed aver pad
Manufacturer Show Industries (os selected by Owner)
Weave Tufted, Surface Texture Mulli-Ievel loop, Face '(arn' 3rd generatton N)'fon fabriC
by DuPont. D}'e System. '(arn d}'ed. Face '(arn WeIght: 34.7 per sq yd
B Carpet Installed by direct glue down
Manufacturer Shaw Industries (as selected by Owner), Weave' Tufted. Surface Texture'
Multl-Iellel loop, Face '(arn. (3rd generation N)'fon fabriC by DuPont), Dye System. Yarn
dyed, Face '(arn Weight. 26 oz per sq. yd
C Corpet pad Natural haIr cushion Waffle surface, coated with layer of rubber, sUltabtle for
above-grade Installations, FS DDD-C-001023, Type II
D Carpet accessories
1 Carpet edge guard, nonmetalliC Extruded or molded Vln~ or rubber carpet edge
guards
2 Installation adheSive Water-resistant t)'Pe os recommended by carpet
manufacturer, and which compiles With flammability reqUirements for Installed
carpet
6 Installer must examine substrate for mOisture content and other conditions under which <carpeting IS
to be Installed, and notify Contractor in writing of conditions detrimental to proper completion of the
work Do not proceed until unsatisfactory conditions hove been corrected
7 Clear away debriS and scrape up cementltlous depOSits from surfaces to receive carpeting. vacuum
clean Immediately before Installation Check concrete surfaces to ensure na dusting through
Installed carpet. apply sealer where reqUired to prevent dusting
B Sequence carpeting With other work so os to minimize pOSSibility of damage and Salling of carpet
dUring remainder of construction period
9 Comply With manufacturer's instructions and recommendations for seom locations and direction of
carpet, maintain uniformity of dtrectlon and lay of pile At doors, cenler seams under door, do not
place seams In traffic dlreclion at doorways
10 Extend carpet under open-bottomed obstructions and under removable flanges and furnishings, and
In to alcoves and closets of each space
11 Do not bridge bUilding el<panslon JOints With continuous carpeting. prOVide for movement.
12 For Stretch-In Tack-less Installation
A Install Tack-less carpet stripping With adheSive or by nailing, or bother where reqUired for
adequate strength Locate properly for concealment of carpet edge between stripping and
base of wall Strip enttre perimeter of each carpeted space, and where pOSSible at
obstructions and cutouts
8 Install cushion of t)'Pe Indicated In each space to be carpeted Run seams at 90 degree
angle With carpet seams Place cushion face up as recommended by cushion
manufacturer Apply 2- fobnc-type adheSive tope on cushion seams
C Adhere cushion to substrate If recommended by manufacturer os appropriate for Installation
D Install carpet by trimming edges, butting cuts With seaming cement, toping or sewing or
toping-and-seWing seams to prOVide suffiCient strength for stretching and continued stress
dunng life of carpet. Apply seaming cement over stitching on backing, If not cavered by tope.
E Stretch carpet both directions to prOVide smooth, ripple-free, tout, trim edges; secure to
stripping and conceal behind edge of stnpplng. Use power stretcher where reqUired.
1:3 For Glue-Down Installation, Fit sections of carpet Into each space pnor to application of adhesl've,
Tnm edges and butt cuts With seaming cement Apply adheSive uniformly to substrate In accordance
With manufacturer's Instructions. Butt carpet edges tightly together to form seams without gops.
Roll entire carpet area lightly to eliminate air pockets and ensure uniform bond. Remove any
adhesive promptly from face of carpet by method. which Will not damage carpet face
14 Remove debriS, sorting pieces to be saved from scraps to be disposed of Vacuum carpet USing
commercial machine with face-beater element. Remove spots and replace carpet where spots
cannot be removed AdVise contractor of protection methods and matenals needed to ensure that
carpeting will be Wllhout deterioration or damage at time af substanltol completion
SECTION 09900
PAINllNG
POint all exposed surfaces unless olherwlse Indicated. All pOints shall be first-line, premium quality
as manufactured by Parler POints
2 Paint schedule
A Intenor gypsum drywall 1 coot Latex pnmer
1 coot Intenor Latex EmulSion
B Interior pOinted metal 1 coot Primer undercoat
2 coots AcryliC EmulSion
C Exterior pOinted metal 1 caat s)l1thetlc rust-Inhibiting primer
2 coats full gloss alkyd enemel
(primer not requtred on factory or shop primed Items)
D Exterior pain ted tnm 1 caat Exterior pnmer undercoat
2 coat s Exterior Acr~lc EmulSion
E Exterior Cement plaster 1 coot latex undercoat
2 coots extertor latex emulsion
J Application of pain t
A POint sholl be applied In the number of coots speCified and at the minimum
square foot coverage stated In the POint manufacturer's pnnted
speCifications If not Indicated, then of not less than 5.0 mils for the entire coating system If
of three coot work or not less than os required to caver ta the satisfaction af the praject field
representative Additional coots shall be applied at the coo tractor's expense until approval IS
obtained
B Paint sholl not be applied when the temperature falls below 45 degrees f or In damp, rOlny
wealher
C POint shall be evenly spread and well brushed The finish coats sholl be free from noticeable
lops, brush marks and streaks, Contractor sholl scrape roller os clean as pOSSible before
final rinsing to limit waste
D PrOVide all touch-up as reqUired and remove paint from 011 surfaces which are not speCified
t a be pain led
E POint contractor sholl partiCipate In local paint recycling efforls and paint disposal programs
to limit enVlfonmenlal Impact
DIVISION TEN
SPECIAL TIES
SECTION 10800 - TOILET ACCESSORIES
(NO WORK TIiIS SEC1l0N)
DIVISION ELE\1:N - EQUIPfJENT
(No work In thiS section)
DIVISION TWELVE FURNISHINGS
(No work In thiS section)
DIVISION THIRTEEN SPECIAL CONSTRUCTION
(No work In thiS section)
DIVISION FOURTEEN CONVEYING SYSTEMS
(Na work In thiS section)
DIVISION FIFTEEN
MECHANICAL
SECTlON 15400 - PLU~8ING
1 All plumbing materials, fixtures and Installat on sholl comply w th all requirements of
the State Boord of Health's Sanitary Code, the Standard Building Code and the Standard
Plumbing Code.
2 The work consists of hot and cold water supply p ping, sotl waste and vent p p ng, plumb ng f .t!.ores
and trim, flashings for roof penetrations, and connections of equ pment suppl ed by others
3 All materials sholl be new and shall bear underWriter's lobel, where applicable
4 All worle shall be performed by 0 licensed plumb ng contractor n 0 first-class workmanlike man~er
Thll (nrT1[}IIlted l)'lItem Ilholl hfl rully "1"" ,1 ,.. lnd nccI'plo"rf' hy ""14'''l'lIr or vrh (I'd ,." ~I I P \1
condit on of the ~ubcontract
5 All worle shall be coordinated With other trades to avald Interference It th the progress of
con structlon
6 Yenfy locations, size, elevations and materia s o"ld present state of all ex sting ut lit es, pr or to
beginning construction AdVise Owner of any d screpancles
7 Water piping to be Type -L- copper, w th wrought solder fittings. except where noted otherWise
8 SOil, waste and vent piping to be schedule 40 PVC. together With schedule 40 PYC fIltlngs F tt ngs
on waste lines to be drainage pattern All JO nts to be mode Wllh approved cement applied n strict
accordance With the manufacturer's publ shed Instructions
9 Install readily acceSSible gate valves In 011 branch water lines servng any room haVing plumbing
fixtures All fixtures must be pro\( ded With read Iy access b estops
10 Where diSSimilar metals ore to be JOined. approved Insulating un ons sholl be used
11 Contractor shall guarantee 011 materials and workmansh p free from defects. for a per od of not less
than one (1) year, from dote of acceptance
SECTlON 15500 - HEA TlNG, VEN Tl LA TlON AND AIR CONDITlONING
HVAC Contractor sholl Install eqUipment, diffusers, ductworlc for 0 complete and
operable Atr Conditioning system to prOVide Heating. Cooling and lIentl10tlon comfort n accordance
With Ashrae Standards. Contractor lo prOVide 011 ductwork, thermostat wlnng electr cal hookup etc
to provlce 0 fully operational system
2 DraWings ore dlagrammalic Do not scale the draWings for the exact location of equipment. p ping.
ductwork, etc.
3 These draWings are not intended to show "very minor detail The Contractor sholl furn sh and nstall
011 Items requlfed for a complete, acceptab e working Installation
4 All work lhall be performed by 0 licensed Contractor. In a Flfst-Class workmanlike manner The
completed system sholl be fully operat lie and acceptance by Owner s 0 condit on of the Sub-
con tract
5 All work shall be coordinated With other trades to avald Interference With the progress of
construction
6 All workmanship and matenals sholl be In strict accordance w th applicable Not onal. State and
Local Codes, Rules and Ordinances
7 All materials sholl be new and shall bear underWriter's label. where applicable
8. Ductwork below roof to be 1- thick, 3- 1/2- fiberglass 90A With vapor baffler jOcket, unless &h own or
noted otherWise Fabricate and Install n str ct accordance w th the manufacturer's publ shed
Instruct ons
9 Air diStribution occessorles shall be of olum num With volume controls as manufactured by
l.4etalalfe,or approved equal, unless shown or scheduled otherWise The follOWing shall be used
Ceiling diffusers, Senes 5000 l,A-2 W th D-5 damper. Sidewall gr I es model VHD W th OB damper
return Olf grtlleS-"'Odel CC-5 and CC-5D for ce ling or high Sidewall, '-Aodel RH for low s dewa I ond
RHF and CC-$fB for filler bock un ts All grille finishes to be wh te
10 All elbows must be furnished With approved turn ng vanes
11 Branch lakeoffs must be prOVided With approved, adJJstoble. acceSSible atr extractors
12. Filters to be throw-away type, unless noted otherWise Locate nor hondler and/or at return grille
Contractors sholl furnish one (1) spore set to Owner
13. Furnish and Install all temperature controls under thiS contract, ncludlng hum d ty controls, where
applicable
14. '-Aount thl'mostats 5--6- above floor, unless otherWise noted
15. Contractor sholl guarantee 011 matenals and workmanship free from defects. for 0 penod of not less
than one (1) year from dote of acceptance, un'ess noted otherw se
DIVISION SIXTI EN ELECTRICAL
1 Comply 'II th the requlfements of the latest ed t on of the National Electncal Code
and oppl coble rules and regulations of Local and State Lows and Ordinances
2 Do not scale the draWings. Refer to Architectural Plans and Elevat ons for locat ons
of equipment. Confirm exact location from opproved shop drOlVlngs with Owner It IS not the ntent
of these pions to show every minor detail of construction Any d screponcles sha I be called to
Archltect's attenltO!1 The Contractor s e.pected to furnish and Install all Items for 0 complele
electrical system and prOVide 011 requirements necessary for equ pment to be placed In acceptable,
proper working order
3 The electrical Installation sholl meet 011 standard reqUirements of local Utility Company Verify
service requtrements. current character st cs and transformer data, prior to commenCing any work
4 All cutting and patching, excavation, compact ng, backfill, etc. reqUired for the electncal work sholl
be done by the electrical con tractor
5 All materials sholl be new and shall bear Underwr ter's and Union Lahels, where applicable
6 All work shall be coordinated With other trades to avald Interference With the progress of construc\lon
The final locatloos of 011 equipment sholl be verrfied With the Owner or hiS apPOinted Agent
7 All work shall be performed by a licensed Electrical Contractor, n 0 First-Closs workmanlke
manner The completed system sholl be fu Iy operative and acceptance by Eng neer or Arch tect
must be a condllton of the Sub-Contract
8 Load datJ IS based on Information g ven Eng neer at the lime of des gn Ver fy 011 equ pment, panel
Sizes, protective deV1ces and feeders before order ng Obtain necessary data from the approved
shop draWings of the vanaus Sub-Contractors
9 The Electrical system sholl be completely o"d effect vely 9rounded 0$ requ red by the latest ed ton
of the N E.C
10. Install faCilities for temporary power far construction. as reqUired Furnish and Instoll 011 wtr ng for
power and controls of 011 A/C systems and mechanical equipment Wire starters and control deVices
furnlshe':l by others Furnish and Install 011 spec 01 systems os called for on the plans or
speCificatiOns.
11 Conductors sholl be copper With 600 \/Olt nsulatlon, unless otherw se noted If5 AWG and smaller
may hove 60 degree C or higher Insulat on rotlng. 14 and larger shall hove 75 degree C or higher
Insulat on rating All cO!1ductors #' 0 and smaller may be sol d N8 and larger sholl be stranded
Non-metalliC cables and serVice cords Installed where permitted shall hove on equ pment ground ng
conductor Within the cable assembly Sized per N E C Na aluminum wire Will be permitted
END OF SPECIFICATlON
Bes~t Copy
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ELECTRICAL POWER & LIGHTING LEGEND
.DECORA. UGHT S'MTCH W/ COVER PLATE - 'M-tITE OR IVORY FlNISH
AT O~ER'S OPllON
.DECOI~A. lWE DUPLEX ~ECEPrACLE (MOUN r A r 18- Aff UNLESS NOIED
OTliERWlSE) 'M-iITE OR IVORY FlNISH AT OWNER'S OPTION
.DECORA. TYPE GROUND FAULT INTERRUPT DUPLEX RECEPTACLE (~OUNT
AT 18. AFF UNLESS NOTED OlliERWlSE) 'M-fITE OR IVORY FlNISH AT
OWNER'S OPllON
.AJNCllON BOX - STANDARD .... X ...., WALL JUNCllON BOXES SHALL
BE RECESSED 'Mlli COVER PLATES TYPICAL
CABLE TV OURET.
TELEPHONE OUTLET - ~OOUL.AR TYPE WIlli RECTANGULAR JACK AND
i WALL PLATE INCLUDING WIRE TO TELEPHONE BOARD
i EXHAUST FAN WIlli UGH - PRO'w1DE WIlli BACKDRAFT
DA'-4PER AND CONTROlS, BUILT-IN DISCONNECT DUCT TO
EXTERIOR OF BUILDING TERMINATED IN APPROVED VENT CAP.
PRO'w1DE MINI'-4U~ OF 2 Cf1.I/SQ FT UNLESS SHOWN OltiERWlSE
Ull-lONIA L7X-6CJA RECESSED CElUNG DO~ UGHT - a. DIAMETER W/ 150W
INCANDESCENT L4.~P TRI~ AND REfLECTOR FlNISH AT O\lttllER'S OPllON
S~OKE DETECTOR CEIUNG IAOUNTED
1 X ... SURFACE '-4OUNTED FLUORESCENT UGHT FlXlURE, 2 lUBE (.w W EACH)
SUNUTES-CC-2 EXTERIOR FLOOD UGHTS W!MOllON DETECTOR CONTROl
175 WATT LA~P AND PVC HOUSING FlNISH
DISCONNECT S'MTCH - NEC APPROVED AND UL RATED, SIZE AS SHOWN
ON PLANS (USE o3R ENClOSURES FOR OUTDOOR LOCA 1l0NS)
WALL LEGEND
EXISTING WALL TO REMAIN
EXISTING WALL TO BE REMOVED
2X4 WOOO Sn.o FRAMING AT 16- O.C.
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AND ROOF llE BEAM TYP. U.N.O.
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SLAB-ON-GRADE TO BE 3000 PSI CONC., .... J
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t VAPOR BARRIER ON lER'-4ITE TREATED SOIL
POUR NEW FOOllNG UP TO EXISTING
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3010 COU TY ROAD 31
CLEAR A TER, FLORIDA 33759
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DRA WING LIST
SHEET DESCRIPTION ISSUE DATE LA TEST REVISION
NO. DATE
CI Cover Sheet & Site Plan April 30, 2002
Al Floor Plan and Details April 30, 2002
SPI Specifications April 30, 2002
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OWNER
MR. & MRS. JAMES JUSTICE
3010 COUNTY ROAD 31
CLEARWATER, FLORIDA 33759
(727) 586-0565
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ARCHITECT
SPENCER AND ASSOCIATES ARCHITECTURE, INC.
1215 SOUTH MYRTLE AVENUE
CLEARWATER, FLORIDA 33756
(7'17) 449-ARCH
(727) 442-7192 FAX
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NOTES:
1. AU. SITE WORK TO CONFORM WITH LOCAL. CODES ~D ORDINANCES.
2. PROVIDE ARCHfTECT VERJF1CAllON OF 2600 PSF SOtL BEARING CAPACITY PRJOR TO
CONSTRUC11ON.
3. PROVIDE NEW OR MODIFY E)(JSTlNO UNDERGROUND El..ECTRJCAL SERVlCE,
TELEPHONE. CA8lE. WATER ~o SEWER UNES FROM NEAREST LOCATlON OFF SfTE
LOCATlONS INDICATED ON PLANS OR OTHERWISE AS DIRECTED BY ARCHITECT.
-4. MODIFY EXISTING LANDSCAPE IRRJrJATlON SYSTEM TO PROVIDE 100% COVERAGE OF
AU. LANDSCAPE AAEM INClUDING SHALLOW WElL AND PUMP, AUTOMATIC IRRIGATION
TIMER ~D AU PIPING AND SPRJNKLE.R HEADS.
5. THIS BUILOtNG HAS BEEN DESlGNEl) TO MEET THE REQUIREMENTS
OF THE flORIDA BUILDING cooe 2001, FOR WINO VElocmES UP
TO 123 MILES PER HOUR WITHIN A W1~JD DEBRJS ZONE
( OPENINGS PROTECTED BV SHUTTER.S )
8. DE8RJS PROTECTlON ACCOMPUSHED BY
TABLE 16Oe.-4
7. ME~ICAI. ~D PlUMBING SUBCONTRACTOR TO SUPPl V MECHAAfCAL. AND
PlUMBING PlANS.
Zoning ApPYOl'ed
CITY OF CLEAr~WATER
BYP~~t3~~fl~~
DATEjl1J. 0 _
CERTIFICA TION
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STtPHEN J. SPENCER. AlA AR 001.708
Sheet
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FL-S 2-002... O.r 0 3'
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