FLS2004-07047 (2)
FLS2004-07047
215 Midway Island
RICHARD &
CLAIRE SEGER
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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
September 13,2004
Mr. & Mrs. Richard Seger
215 Midway Island
Clearwater, FL 33767
RE: Development Order regarding Case FLS2004-07047 at 215 Midway Island
Dear Mr. & Mrs. Seger:
This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community
Development Code. On September 9,2004 the Development Review Committee reviewed your
application for Flexible Standard Development approval for a 500 square foot addition to an
existing single-family home as a Residential Infill Project. The request includes a reduction for
the side (south) setback from 7.5 feet to seven feet to the addition, per section 2-l602.E.2. The
DRC recommended approval of the application with the following bases:
Bases for Approval:
1. The proposal complies with the Flexible Standard Development criteria per Section 2-
l602.E.2.
2. The proposal is in co~pliance 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.
I concur with the findings of the Development Review Committee and, through this letter,
approve your application for Flexible Standard Development. The approval is based on and
must adhere to the application and site plans dated received July 28,2004.
Pursuant to Section 4-407, an application for a building permit shall be made within one year of
Flexible Development approval (September 13, 2005). 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. The Community Development Board may grant an
extension of time for a period not to exceed one year and only within the original period of
validity.
BRIAN J AUNGST, MAYOR-COMMISSIONER
HOYf HAMilTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMIS~ION[R
FRANK HIBBARD, COMMISSIONER * Bill JONSON, COMMISSIONrH
"EQUAl. EMPLOYMENT AND AFFIRMA1IVI, ACTION EMPLOYER"
,)
.
September 13, 2004
Page 2 - Mr. & Mrs. Richard Seger
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.
If you have any questions, please do not hesitate to call John Schodtler, Planner I at 727-562-
4604. You can access zoning information for parcels within the City through our website:
http://www.c1earwater-fl.coml.
Cynthia H. Tarapani, AICP
Planning Director
Cc: File
S, IPlanning DepartmentlC D BIStandard FlexlPending Cases\3 - Up for the Next DRCIMidway Island 215 (IEOD) ApprovedlMldway Island
215 Development Order doc
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DOOR SCHEDULE
# SIZE TYPE MATERIAL REMARKS
1 2'-8" x 6'-8" SOLID CORE DOOR STEEL
2 2'-8" x 6'-8" " . W/WlNDOW
3 3'-0" x 6'-8" POCKET DOOR WOOD
4 2'-6" x 6'-8" BI-FOLD DOOR WOOD LOUVERED
5 2-4'-0" x 6'-8" SLIDING GLASS DOOI< GLASS IMP,ACT RESISTANT
6 2'-0" SHOWER DOOR GLASS
7
WINDOW SCHEDULE
SIZE ~ TYPE MASONRY R.O. (WxH)
A 24" x 16" FIXED GLASS (SEE MANUFACTURER)
B 52" x 64" FIXED GLASS WI ELLlPTlCAL TOP (SEE MANUFACTURER)
C
NOTE:
" FIXED GLASS AT TUB SHALL SIT DIRECTLY ON TUB PLATFORM. ADJUST
HEIGHT ACCORDINGLY IF NEEDED WI TOP AT 6'-8".
o ALL NEW WINDOWS AND TRANSOMS SHALL BE IMP,ACT RESISTANT. NO
SHUTTERS WILL BE INSTALLED.
o TOP OF ALL NEW WINDOWS AND TRANSOMS ARE @ 6'-8" ABOVE EXISTING
0-0" FINISH FLOOR. (TO MATCH EXISTING)
o T.G. DENOTES TEMPERED GLASS.
" ALL WINDOW DATA WAS TAKEN FROM "NU-A1R". ALL WINDOWS AND
TRANSOMS TO BE "NU-A1R" OR EQUAL.
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MASONRY TO MASONRY CONNECTION:
INDICATES 1 - **5 ROD x 12" LONG FROM NEW CONCRETE
BLOCK WALL EPOXIED 6" MINIMUM INTO EXISTlNG
CONCRETE BLOCK WALL @ 24" o.C. VERTICALLY UP WALL.
WOOD TO MASONRY CONNECTION:
MASONRY ANCHORS THROUGH WOOD: 3/8"
DIAMETER x ro" LONG REDHEADS @ 1ro" ON CENTER
VERTICALLY UP WALL WITH 2" DIAMETER WASHERS,
INTERIOR DOOR ROUGH OPENING CHART
TYPE OF OPENING ROUGH OPENING
WIDTH HEIGHT
6'-8" UNITS 8'-0" UNITS
PRE-HUNG CALL SIZE + 2" 82" 98"
DOUBLE CALL SIZE + 2 B2" 98"
CASED (PRE-HUNG)
BI-FOLD CALL SIZE 81" 91
BI-PASS CALL SIZE 81" 91
WRAP (GYPSUM BOARD)
BI-FOLD CALL SIZE + 1114" 81 1/2" 97 112"
BI-PASS CALL SIZE + 1114" 81 1/2" 97 112"
POCKET DOOR CALL SIZE x2 +2" 83" 99"
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GENERAL NOTES:
" TIE ADDITION INTO EXISTING STRUCTURE.
. MATCH ALL EXISTING CONDITIONS WI-1EN POSSIBLE. IF VARIANCES OGCUR, VERIFY WITH
HOMEOWNER AND/OR CONTRACTOR.
. ALL HEIGHTS ARE TAKEN FROM EXISTING 0-0" RNISH FLOOR UNLESS OTHERWISE NOTED.
o TOP OF ALL NEW CONCRETE BLOCK WALLS ARE @ 7-0" OR 8'-0" .ABOVE 0-0" RNISH FLOOR (TO
MATCH EXISTING) UNLESS OTHERWISE NOTE. (SEE PLAN)
. ALL NEW INTERIOR FRAME WALLS ARE 2x4 STUDS @ 16" O.C. UNLESS OTHERWISE NOTED.
o . B.W. INDICATES BEARING WALL.
o ALL NEW CEILINGS ARE 8'-0" FLAT UNLESS OTHERWISE NOTED.
" ALL CATHEDRAL CEILINGS SHALL HAVE A FLAT SPOT AT CENTER FORMED BY COLLAR TIE.
o ALL NEW ARCHES START @ 6'-8" AND f:?O DOWN B".
. ALL EXTERIOR DIMENSIONS ARE GIVEN TO THE FACE OF THE STUD OR FACE OF THe BLOCK (AS
APPLICABLE). '
o ALL INTERIOR DIMENSIONS ARE GIVEN TO THE CENTER OF THE INDICATED STUD UNLESS
OTHERWISE NOTED.
o ALL LUMBER COMING IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED
OR APPROVED CEDAR, OR HAVE *f15 FELT BARRIER.
o ALL WORK PERFORMED SHALL COMPLY WITH FLORIDA BUILDING CODE 2001 EDmON AND
CHAPTER 16 OF see 4: THE ST-ANDARD FOR HURRICANE RES/5T-ANT RESIDENTIAL CONSTRUCT/ON
o TOP OF ALL NEW WINDOWS ARE @ 6'-8" ABOVE EXISTING 0-0" RNISH FLOOR UNLESS OTHERWISE
NOTED. (TO MATCH EXISTING)
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lADDED SQUARE FOOTAGE:
LIVING .AREA: 245 sf
LANAI: 1.93
G~E: 56
TOTAL ADDED: 494 sf
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GENERAL SPECIFICATIONS
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I. GENEI<AL REQUIREMENTS
A CODES:
1. ALL W01<K PERFORMED SHAW... COMPLY WITH ALL APPUCABLE LOCAL. STATE AND NATIONAL BUILDING CODES,
OI<DINANCES AND REGULATIONS AND ALL OTHER AUTHORITIES HAVING JURISDICTION.
B. ALL SUBCONTRACT01<S, SUPPLIERS AND FABRICATORS SHAW... BE RESPONSIBLE FOR THE INTENT OF THE DRAWINGS,
AND F01< THE SUPPLY AND DESIGN OF APPROPRIATE MATERIALS AND WORK PERFORMED,
C. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHAW... BE APPUED, INST Al..LED, ERECTED, USED, CLEANED
AND CONDITIONED IN STRICT ,ACC01<DANCE WITH MANUFACTURER'S RECOMMENDATIONS.
II. SITe WORK:
A PERFORM EXCAVATION, ,ACCORDING TO GOOD COMMON CONSTRUCTION PRACTICES, TO THE LINES. GRADES AND
ELEVATIONS INDICATED ON THE DRAWINGS.
B, PROVIDE CONSISTENT COMPACTION OF ALL AND BACKFILL MATERIAL,
C. PROVIDE SOIL POISONING TO CONTROL TERMITES AS REQUIRED BY GOVERNING CODES,
III. CONCRElE:
A UNLESS OTHERWlSE NOTED. ALL SLABS ON GRADE SHAW... BE 4' THICK. (.3000 PSI CONC, tJ> 28 DAYS) REINFORCED WITH
6X6, 10110 'WWM (WELDED WIRE MESH), ALT. FIBER MESH, AND PLACED OVER 4' (MINIMUM) COMPACTED SAND OR
GRAVEL FILL. INSTALL DOUBLE LAYER OF WWM AT PERIMETER OF MONOUTHIC FOOTING TO 3'-0" IN FROM FOOTING
EDGE. INTERIOR SLABS SHALL BE PLACED OVER 6 MIL STABlUZED POLYETHYLENE VAPOR BARRIER.
IV. MASONRY:
A PROVIDE HOLLOVv' LOAD-BEARING CONCRETE MASONRY UNITS (CMU) COMPLYING WITH ASTM C9O,
B. REINFORCEMENT SHAW... COMPLY WITH THE FOLLOWING AS MINIMUMS:
1. BARS: ASTM A615, GRADE 40 MINIMUM,
2. WIRE ANCHORS AND TIES: ASTM />82. GALVANIZED,
C, PROVIDE MORTAR TYPE 'M" 01< 'S" IN ,ACCOI<DANCE WITH ASTM CZ7o.
D, PROVIDE GROUT IN ,ACCORDANCE WITH ASTM C476. MINIMUM COMPRESSIVE STRENGTH SHALL BE 2000 PSI tJ> 28 DAYS,
IN ,ACCORDANCE WITH ASTM C1019. UNLESS OTHERWlSE NOTED.
V. METALS:
A ALL STRUCTUI<AL STEEL SHAW... COMPLY WITH APPROPRIATE ASTM SPECIFICATIONS AS FOLLOWS: ASTM A36, ASTM
A53. ASTM A501, ASTM 3Cn AND ASTM A3:25,
VI. WOOD AND PLASTICS:
A LUMBER SHALL. IN ADDITlON TO COMPLYING WITH GOVERNING CODES, COMPLY \N1TH:
1. "PRODUCT USE MANUAL' OF THE WESTERN WOOD PRODUCTS ASSOCIATION FOR SELECTION AND USE OF
PRODUCTS INCLUDED IN THAT MANUAL.
2. "PLYWOOD SPECIFICATION AND Gl<.ADE GUIDE" OF THE AMERICAN PLYWOOD ASSOCIATION.
3. WESTERN RED CEDAR WMBER ASSOCIATION STANDARDS AND RECOMMENDATIONS F01< CEDAR, WHEN USED,
B. PROVIDE LUMBER AND MATERIALS MEETING OR EXCEEDING THE FOLLOWING STANDARDS OF QUALITY:
1. FRAMING MEMBERS:
Q. JOISTS. HEADERS AND BEAMS: SOUTHERN PINE, NO.2 OR BETIER. SURFACED DRY, USED AT 1996 ~IMUM
MOISTURE CONTENT,
b. EXTERI01< WALL STUDS AND INTERIOR BEARING WALL STUDS: SPRUCE-PINE-FIR, STD 01< BETTER (SURF,ACED
DRY, USED AT 1996 MOISTURE CONTENT), UNLESS OTHERWISE NOTED ON DRAWINGS.
c. INTERIOR NON-BEARING PARTITION STUDS: SPRUCE-PlNE-AR, STUD Gl<.ADE OR STD ! BETTER Gl<.ADE,
d. ALL FRAMING MEMBERS IN DIRECT CONTACT WITH CONCRETE, MASONRY, 01< GRADE SHALL BE 'PRESSURE
TREATED WOOD" IN ,ACC01<DANCE WITH THE APPROVED STANDARDS OF THE AMERICAN WOOD PRESERVERS
ASSOC. (AWPA) OR HAVE A #15 FELT 6ARR1ER.
2. MINIMUM ALLOWABLE STRESSES IN WOOD: JOISTS, HEADERS. BEAMS
Q, BENDING Fb 1300 psi
b. HORIZONTAL SHEAR 90 psl
c, BEARING 565 psi
d, COMPRESSION 1000 psl
3. ALL HEADERS AND BEAMS SHAW... BE FREE FROM SPUTS, CHECKS AND CRACKS.
4. SHEATHING:
Q. ROOF: 15/32" EXPOSURE 1, C-D SHEATHING. 4 PLy.
b. WALLS: 15132" APA RATED 24/16 SHEATHING,
c. FLOOR: 3/4" TONGUE-AND-GROOVE PLYWOOD APA RATED SHEATHING, 48"><24", EXP, 1.
d. FASTEN ALL ROOF. WALL AND FLOOR SHEATHING TO FRAMING WITH 8d NAILS @ 4" o.C, AT PANEL EDGES
AND 8" o.C. IN FIELD. UNLESS OTHERWISE NOTED ON DRAWINGS.
5, ROUGH HARD\VARE:
Q, STEEL ITEMS: COMPLY WITH ASTM A7 OR ASTM A36; USE GALVANIZED STEEL AT BELOW Gl<.ADE LOCATIONS,
PRIMED AND P,.AJNTED ABOVE Gl<.ADE,
b, UNLESS OTHERWlSE DIRECTED, INSTALL JOIST AND BEAM HANGERS CAPABLE OF SUPPORTING THE ~IMUM
ALLOVv'ABLE LOAD OF JOIST OR BEAM BEING SUPPORTED.
c, INSTALL UPLIFr CONNECT01<S AS NOTED ON DRAWINGS, CONTRACTOR MAY SUBSTITUTE EQUIVALENT
CONNECTORS CAPABLE OF CARRYING EQUAL OR GREATER ALLO\.VABLE LOADS TO THOSE SPECIAED.
d, HURRICANE CUPS SHALL BE CODE APPROVED AS REQUIRED TRUSS DRAWINGS.
C, PROVIDE "MICROLAM' BY TRUSS JOIST CORP, 01<-P.ARALlAM PSL' BEAMS, AS MANUFACTURED BY MACMILLAN BLOEDEL
LTD. OF VANCOUVER. B.C, AND AV,.AJLABLE THROUGH LOCAL DISTRIBUTOR, 01< THE DIMENSION AND QUANTITY AS
SHOWN ON THE DRAWINGS OR APPROVED EQUAL,
D. PROVIDE WOOD TRUSSES ABLE TO SUST,.AJN THE STATED LOADS FOR SPANS, PROFILES AND ARRANGEMENT
SHOWN ON THE DRAWINGS. TRUSS LAYOUT SHOWN IS SCHEMATIC ONLY. TRUSS MANUFACTURER AND/OR ENGINEER
SHALL BE RESPONSIBLE FOR THE DESIGN (INCWDlNG SP,ACING) OF ALL TRUSSES AND SHAW... SUBMIT SHOP DRAWINGS
(SEALED BY A REGISTERED ENGINEER) FOR APPROVAL BY ENGINEER OF RECORD,
VII. DOORS AND WlNDOVv'S:
A EXTERIOR DOORS AND WlNDOVv' AS':? 'BLIES (INCWDING G,A.RAGE DOORS AND MULTI-PANEL \N1NDOW ASSEMBLIES)
SHAW... MEET THE DESIGNATED WIND ADS, CONTRACTOR SHAW... SECURE MANUFACTURERS LITERATURE TO VERIFY.
VIII. MISCELLANEOUS:
A DO NOT SCALE DRAWINGS, WHERE DISCREPANCIES BETWEEN DIMENSIONS AND SCALE OCCUR. DIMENSIONS GOVERN.
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STRUCT, STUDS (STD ! BETIER)
700 psl
70 psi
4:25 psi
650 psl
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I HAVE VERIFIED THAT THIS TRUSS PACKAGE
COMPLIES WITH THE ORIGINAL DESIGN INTENT,
AND THAT THE UNDERL YlNG STRUCTURE WILL
ACCOMMODATE ALL INDICATED LOADS.
COMMON CONSTRUCTION ABBREVIATIONS
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7'
HDR. HEADER
HVAC - HEATlNG, VENTlLATlON.
~ AIR CONDI1l0NING
INSUL. - INSULATlON
INT. INTERiOR
LAY. LAVATORY
M.T. METAL THRESHOLD
MID. MOUNTED
N.T.S, - NOT TO SCALE
o.c. ON CENTER
OH OVERHEAD
o.H. OVERHANG
OH.GAR. DR.- OVERHEAD GARAGE DOOR
P,T. PRESSURE TREATED
REF. ~~GERATOR
SH. $.HELF
SHWR, - SHOWER
SQ. Fr. - SQUARE FEET
TEXT, FIN. - TEXTURED FINISH
T.G. TEMPERED GLASS
T.~G, - TONGUE ~ GROOVE
TYP. 'TYPICAL
U.o.N. - UNLESS OTHERWISE NOTED
VAN. - VANITY
Y.T.R. - VENT THROUGH ROOF
W,C, WATER CLOSET
W.H. WATER HEATER
WI WITH
SIGNED:
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THE FOLLOWING IS A LIST OF COMMON ABBREVIATIONS THAT MAY BE FOUND
IN CONSTRUCTION DRAWINGS.
AF.F.
AS.L.
AVG,
BRG,
B,W,
CANT.
CDX
ABOVE FINISHED FLOOR
ABOVE SEA LEVEL
AVERAGE
BEARING
8EARING WALL
CANTlLEVER
C ~ D GRADE EXTERIOR
PLYWOOD
CEILING
COLUMN
CONCRETE
CONTlNUOUS
CONVENTlONAL
CLOSET
DISHWASHER
DOWN
EACH
ELEVATION
EXPOSURE
, EQUAL
EXTERIOR
FINISH
FINISHED FLOOR
FIREPLACE
FOOTING
GALVANIZED
GARAGE
GIRDER TRUSS
HOSE 81B
CLG.
COL.
CONC.
CONT.
CONY.
CLo.
D,W,
DN,
EA.
ELEV.
EXP.
EQ.
EXT,
FIN.
F,F,
FP,
FrG.
GAL Y.
GAR.
G.T.
H.B.
,1
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WIND LOADS
SECTION 1606.1.7 - FBC 2001
ENCLOSED BUILDING
ROOF ANGLE 10 - 30 DEGREES
1) 130 MPH
2) 1.0 II
3) 1.35 C
4) +1-.18
5) ZONES
ROOF
1. 12.4
2. 12.4
3. 139
WALLS
4.25.9
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CURVE DATA
RADIUS: 6650'
@ ARC: BODO'
CHORD: BODO'
RADIUS: 6770'
0 ARC: 81.44'
CHORD: 81.44'
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