FL00-05-15
FL 00-05-15
SHERMAN
850 ELDORADO
AVENUE
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CITY OF
CLEARWATER
PlANNING & DEVELOPMENT SERVICES ADMINISTRATION
POST OFFICE Box 4748, CLfARWAITR, FLORIDA 33758-4748
MUNICIPAL SERVlCES BUII.DING, 100 SOUTH MYRru. AVENUE, CLURWATER, FLORlOA 33756
TELEPHONF (727) 562-4567 FAX (727) 562-4576
July 24, 2000
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Development Order regardmg case FLS 00-05-15 at 850 Elcf6'!l-1;i A~~; ~\ '" ~ $t
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Dear Mr & Mrs Sherman f I t.>\. ;;;; ~. :~: ,~" ::,,-
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ThIS letter constitutes a Development Order pursuant to Sectlonl.l~1;20~7: (")[. ot:hl!' COJ!UhU~lI~,~; ,
Development Code On July 18, 2000, the Commuruty DeveloPIl\ent.~~ard revJe'Yed, Jl).e:J,'
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applIcatIOn for FleXIble Development approval of a reduction In front seFback~from l5.fre.~v,t;d~12/
feet and mcrease the amount of Impermeable surface ratio from 0 65 to '0 a 5, for} a;':pt!oP&sed ' ,
- I "~.!>-f~:f;'':(~l- 'f' ~...., ~ _
additIOn to a smgle-famdy dwelhng as part of a Residential Infill Project Based ":on, tli.~ <lpp~catlOn /
and the staff recommendatlOn, the Board found that the proposal IS m co~phrmac'wlth the
standards and cntena for a Residential Infill ProJect, the maximum development potential
standards and all other apphcable standards of the Commumty Deve!opment Code The
Commumty Development Board granted approval of the apphcatlOn
Thomas & Kathleen Shennan
850 Eldorado Avenue
Clearwater, FL 33767
RE
Pursuant to SectIon 4~407, an apphcatIon for a buddmg permIt shall be made wlthm one year of
Flexlbk Development approval and all reqUired certificates of occupancy shall be obtamed wlthm
one year of the date of Issuance of the date of the bUlldmg permIt Time frames do not change WIth
succesSive owners The Commumty Development Board may grant an extenSion of tIme for a
penod not to exceed one year and only wlthm the ongmal penod of vahdlty
Please remember that a buIldmg pennlt and Impact fees WIll be reqUired pnor to the constructIOn of
the project Should you have any questIons, please call the Development ReView DIVISion at 562-
4900 ext 2622
Very truly yours,
Gi.11;k~t
Commumty Development Board
S IPI.llllung DepartmenllC D B\FLEX\lnn~tJve or FlllIshed AppllcatlOnslEldorado 850 Sherman - ApprovedlEldorado 850
DEVELOPMENT ORDER doc
OM CITY GNF FUtURE
BRIAN J AUNGS1, M;,YOR-(O\iMlSSIONLR
J B JOHNSON, VICE MAYOR COMMI~SIONER
ED HAR1, COMM1SSIONLR
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BOll ClARK, CO\IW'lSIOl\FR
ED HOOPFR, COMMISSIONER
"EQUAL EMPlOYMENT AND ArnRNIATI"~ ACTION EMPlOYER"
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X>WElEO INTO EXISTING WAlLS AT, lEAST 3" AND ANCHORED WITH HIGH STRENGntGROlIT.
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GENERAl NOTES:
It i, the responlibiUty of the contractor to cletenaiae erection ~ to : "
in1i\.lft the safety of the buDdina durina COIlItnlCUon. An (ootinll.reillforc~. .:~ ,. ", l' '
. ~s. etf. are to t>>e pf'e('Onsrructiu veriDed by owner/contractor an4 wi,... (f'*l......,~~ ' "
dimension and ~ of Job shall be cbet'.kecl by the COlltrac;tOr ~ sbalI.. ~" .
..me. Any discrepaacJes sMD ~ reponed to deaigner prior to start ofc~ ' ",:
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SC!EN11S1'S-1c BNGINBEIUNG INC. WITK SEC110N lfJ06 QF mE SQICC, 1"7~. ..
u;ro HfA'11tfIlllDGE BLVD. nus PLAN IS CliiI'ltfCEO FOR mtJC'rolfi ONtY~ .
OUNm1N.R.. 34698,
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FOOnNGS
DESIGN
1. All exterior walls, -rtnc w-dl ud coIU8UU sball be lUJlpClI1ed OIl
concMe foottftlS of I\IIIIddt ..... to support MIeIy the IoMs .s
detwmlned from the eharad.w of tile soil.
MonoUthlc llab 0Cl1nde IaWlot fouadactoasmay be uMd In coaIwacUOft
With stem waD eKt..-IOr I'ou8dations. i
2.'A soU pipe or waste pipe 01' buUdiq drain passIna 1mder a !ootin, or
thrOUlh a foundatioa waD -U be provtded With a relMvtnl arcb or
shan be built Into the 1Da5OllUY wan an m. alee" two pipe siMs
....ter than the pipe passme throuah.
CONSTaUCTlOH
1. Footinas sbaU be Iewl or shaD be stepped so that both top and bottom
of such !ootiq. are level
2. All exterior footmas exc.pt monolithk: slab on ,rade fOUftdations shall
least 4" wider on _ch stele than stetll waD above.
3. The outer bar of foundatJoD steei shaD be CODt~uous around comen.
The min. lap is 25- inches.
FOOTINGS DOWElS
1. Footina dowel. ban shaD be pr'OYtd<<1 for aU vertical wan reinforcement
in the fonowin,locatiolU.
A. At aD comers
B. at each side of ~s more than 4'.()" wide
C. 2 rods at each side of open.tnc more than 12-.(1' wide
D. At 1(7~' ,I O.C. ofwaU that is in a 102 M'PH WilKS zone
2. Footinl dowels at each locatiOn shall be same tile and quantity as
vertical wall re1nforcea&eat aboYe.
3. All footinls dowels shaD ha\1a staDdard 90 -.ree hook and shaD be embedded
5 inches into 8 inch fOOtin.. and a minimum of 6 inches into all others footiqs.
Dowels bars sha111ap v...uc.J waD retnforcemllmt a min. of 25 Inches.
FOUNDATION AND STlUCnJlAL
1. Inspection of the site indicates soU bearin, cipacity of 200 p.s.i. Should other
conditions be pr'eleftt buDder shall notify desilner.
2. Soil shall be treated for tenhites.
3. All concrete shall have a 1Illn. streftlth of 1500 p.s.L at 28 days.
4. All reinforctn, steel to be deformed bUlet stClel.
conform in, to ASTM-651rade 40 and that U. be steel conformlna to ASTM-61S
ande 40-
5. Welded wire fabric. shaU conform. to ASTM A--18S
6. Owner / contractor shall verify all openinls ,sleeves, ancho,rs,boIu and inserts.
7. All retnforcinl details to conform to manual bf standard ACI-315 unless detailed
otherwise.
8. Provide 5pacers, chaIrs. boIters,etc. as required to assemble place and "'pport all
reinforcUli in place.
9. Masonry beams bottom steel must be no m~ than 2314- from bottom .
10. Concrete beams steel must be no more than rfrom top and bottom.
11. Footin, and steel to be placed 3- clear of tile bottom. Bottom or foottq to be at l.st
12" below eldsttDl ,rade. .
12. lJIp aU lrade s40 steel 2S-lAp ,rade 60 steel 30'".
13. Grout shall have a max. coarse ..,repte size of 3/8"placed at an S to 11 inch
slump and have a min. COIDpreuive stAQlth of 2000 p.$.i.at 28 daYL
Compressive stren&th of 2000 p.s.L wilen tested in accordance with ASTM-C1019 or
shall be In accordance with ASTM - 476.
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MASONRY NOTES
1. All masonry is to be S" units and shaU conform to ASTM C90 1YPE NI net
compressive strenath of 1900 p.s.i.
2. Mortar shan conform to ASTM C-476 TYPE PI. , with a DUn. compressive stntn.th of
2000 p.s.i. when tested In accordance with ASlM C 1019 or shaU be in accordance
with ASTM C 476.
3. CJean outs shaU be proVided for cells contalnina vertical reinforcin, when arout
pour exceeds S'f4let in tMl,ht.
CONTINUITY OF VERTICAL IlElNFOICEMENT
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- INSTAll. HTA 11 ITRAP . "-O.C.
1. Vertical waD retn.forcement shall be lap spUced to foundation dowels at locations
specified on floor and foundation plans.
Z. All vertkal wall reinforcement shan be temUnated in bud beam at roollevel with
standard hook . The hook may be formed by bendInt the vertical wall
reinforcement or by lap splidna to a standard hook. The book shall extend to the
uppermost hortzontaJ reinforceakut of the bond beam and shall be embedded
a minimum 016 inches Into bond beam.
CONe. RlLIiD Ilo. IL.OC:* CONT.
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GABLE END DETAil
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ROOF TRUSSES.
1. TRUssES SHAU.BE DESIGNED IN ACCORDANCE WITH THE TPI DBIGN,SPH;IFJCATION FOR
MEtr AI.. PlATE CONNB:'fB.) WOOD TR~.
2. TRVSS Dl:SIGN SUBMmAlS SHAUINDlCATE DESIGN WIND SPff!O,..HEIG. . HT ABOVE GROUND,
ANp AMOUNT OF UPUFr AT BEARING.
3. TROSSES SPACING; METAl PlATE CONNECTED WOOD TRUSSES SHALL IE SPACED NO MORE
THAN 24"0.C. AND DESIGNED FOR UVE WADS AND WIND LOADS FOR ENCLOSID BUIWING
BASED ON SB:TJON 1606 ~Il: 1997
4. GIRDE:'R TRUSSES SHAll 8E DESIGNED TO FUNCTION AlSO AS DRAG SfRUTS. TRUSS DESIGN
SUBMITTALS AND ERECTION INSTRUCTIONS SHAll SHOW BOTH UPUFT' AND lATERAL
CONNECTION WADS RIQJJIREM~TS AT ENDS Of GIRDER TRUSS.
S. TOP CHORD OF TRUSSES SHAll BE OF GROUP II SPECIl5 LUMBER.
6. HIPPID ROOFS; WHERE TRUSSE:5 USED TO FORM A HIPPED ROOf, A ~"fp DOWN HIP
SYSTEM SHALL BE USED.
7. ALL WOOD TRUSSES SHAll. BE DESIGNED AND ENGINEERED BY FLORIDA REG. ENGINEER
FOR OOWNWARD UVE I..CW) OF 20 PSF AND UPUfT lOADS TO RfSIST 'J"HE FORCES DUE TO
A T LEAST 100 MPH WINDS INlAND AND 110 MPH WINDS IN COASTAl. ARFAS. FOR INLAND
ARfAS OF PINEU.AS CDUNIT THE REQUIRED WIND SPEED IS 102 MPH.
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ROOF SHEATHING;
SHALl. BE A MINIMUM OF 15/32" THICK COX PLYWOOD OR 112" OSB BOARD
lAID IN,.A ~'TAGGERED PATTERN /is SHOWN IN THE TAlJLE SBC 2310.2A C~E 1
THE NAIUNG PATTERN SHAll BE 8D AT 6"0.C. AT All PANa fDGBS AND 12" O.c. IN THE INTERJOR OF THE
PANEL, EXCEPT THAT AlL OVERHANGS AND 4' OF GABLE ENDS AND HIP RIDGES, THE SPACING ON INTERIOR
AREAS SHALL BE REDUCID TO 6- O.c.
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WOOD FRAMING
I.ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHAll BE PRESSURE TRf"ATED.
2.AI!. ROOF RAFTERS AND PRE FAB. TRUSSES SHALL BE SECURELY FASTENED
TO THEIR SUPPORTING WAUS OR BEAMS WITH REQUIRID ANCHORS OR CUPS AS PER
SELTION 1606 ~ll: 1997 .
3.BUILDER SHALL BE RESP<ft.lSIBLE FOR TRUSS INSTAllATION AN LATERAL BRACING.
4.TRUSS MANtlE TO PROVIDE METAl TRUSS HANGERS
5.TRUSS MANUF. RESPONSIBLE FOR FINAL TRUSS LAYOUT.
6.ALL FRAMING MEMBERS SHAll BE WOOD MEMBERS WITH PROPERTIES l~UAL TO OR
BITTER THAN THOSE GIVEN BY THE SOUTHERN PINE INSP. BURFAU FOR SURFACED
DRIED SOUTHERN PINE NO.2 MODULUS OF ElASTlCIIT( 1,600,000 PSI)
7.RooF UVE lOAD 20 PSF. ROOF DfAD LOAD 20 PSF.
8.ALL F/iSTENERS SPECIFY SHAll BE EQUAL TO OR GRFATER THAN THOSE SPECIFY.
9.ALL WALL SHEATIUNG SHAll BE 1/2" CDX PLYWOOD NAILED 6"0.C. AT EDGES AND 12"
O.c. INTERIOR WITH 80 COMMON NAILS
I O.5HEATHING TO BE PlACED WITH LONG DIMENSION HORIZONTAL AND WITH ENOS
STAGGERED AT LEAST 32".
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ALL FASTENERS ARE SPECIFIED AS HUGHES MANUFACTURE TYPE BUT MAY BE SUBSITlTUED FOR
SIMPSON TYPE OR ANY OTHER MANUFACTURE WITH EQUAL OR BI:'TTER UPLIFT SPECIFICATIONS.
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W~L SECTION SCALE 3/4-..1'.()"
~ OF WOllIflt me;E PlANS AREDESlGNFD IN ACCOItDAI<<:!
scmmlsrs'" ~NC INC. wrrn SECTION 1606 OF ntE SS8CC. 1997 EDlTlOl'r'
1.JaOHEATIB lIDGE BLVD. ~ PIAN IS CERTIFIED POI STIluenrJtE ONLY.
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