HomeMy WebLinkAbout512 Red Rose Ln 18-667 (roof/truss)COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100001
BUILDING APPLICATION #: 18-10000136
BUILDING PERMIT NUMBER: 18-10000136
DATE: February 20, 2018
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UNIT ADDRESS: RED ROSE LANE 512 21-19-30-510-0000-1650
TRAFFIC ZONE:022 JURISDICTION: a
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: TAYLOR MORRISON OF FL INC
ADDRESS: 2600 LAKE LUCIEN DRIVE SUITE 350 MAITLAND FL 32751
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 512 RED ROSE LANE / THORNBROOKE PHASE 4
/ SFR
-----------------------•-----•--- ------••--------------------------------------
FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
-----------------•----- ---------------•---------------
ROADS-ARTERIALS
CO -WIDE ORD
Single Family
Housing
705.00
1.000
dwl
unit
705.00
ROADS -COLLECTORS
N/A
Single Family
Housing
.00
1.000
dwl
unit
.00
FIRE RESCUE
N/A
00
LIBRARY
CO -WIDE ORD
Single Family
SCHOOLS
Housin
54.00
1.000
dwl
unit
54.00
gle Family
CO-WYDE ORD
Housing
51000.00
1.000
dwl
unit
5,000.00
PAST
LAW ENFORCE
N/A
.00
DRAINAGE
N/A
00
.00
AMOUNT DUE
5,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE, BUT NO LATER THAN
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES 8OVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE: 1101 EAST FIRS`i' STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREETOP
SANFORD, FL 32771 /(��
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE 1`
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
1 i'—R" q'—¢,
NOTE:
DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES
WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE
DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487
15_8» 14'-4"
THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND
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ARCHITECTURALS SUPERCEDE THIS DOCUMENT
RECORD COPY
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Labeled End Mark
ATTENTION I
IT
DON'T LIFT SINGLE TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK
CONSULT BCSI -DI
30'Span r less 30' to 60' Span
Spread r Bar
60 degrees
or less
Una [11/2 2/3 /2 rl
p� Ti IIJ spantor1ox.
REFER TO BCSI —B1
Truss Aust be set this way if crane used,
f runs is an exampte, your truss may not match,
Insist crane operator, sets truss this way,
Total Truss Quantity = 189,
General Notes
1) All parallel chord trusses, flat trusses and flat
girders have the top chord partially painted green
to be installed green side up.
2) All hungers to be Simpson 11126 unless otherwise
noted.
3) All truss spacing is 24" U.C. unless otherwise
noted.
4) Per Truss Plate Institute SCSI -131 recornrnendation
permanent X—bracing should be placed at a
rnaximurn spacing 15' U.C. across the span, to
be repeated at a maxirnurn of 20' between each
X—brace throughout the structure.
Please refer to BCSI-131 for any additional bracing
details.
ROOF LOADING SCHEDULE
TCLL = 20 PSF
TCDL - 17 PSF
BCLL = * PSF
BCDL = 10 PSF
TOTAL - 47 PSF
DURATION - 1.25
WIND SPD/TYPE = 150 MPH
ENCLOSED
BLDG EXPOSURE = C
USAGE = RESIDENTIAL CAT II
WIND IMPORTANCE FACTOR = 1
UPLIFTS BASED ON = 9.2 PSF
DESIGN CRITERIA
FB C 2017
TPI 2014
Truss member design &- connector plates
are designed for ASCE 7--10 and maximum
forces from both components and claddings
and plain wind force resisting systems.
* These trusses have been reviewed to carry an
additional 109 pst non -concurrent bottom chord live
load.
FLOOR LOADING SCHEDULE
TCLL = 40 PSF
TCDL = 10 PSF
BCDL = 5 PSF
TOTAL = 55 PSF
ALL REACTIONS OVER 5000#
AND UPLIFTS OVER 1000#
ARE SHOWN ON ENGINEERING,
WALL KEY
20' -5/ 4I T .�
LOAD# DESCRIPTION INF. DATE
R/01
New Model
rdg
8/24/11
R/01
Cutting
rdg
12/15/11
R/01
NEW WIND AND LUMBER
JRH
04-10-12
RAO!
RERAN R NEW WIND 140C
JRH
05/09/2012
RBO1
C3
HMT
07/12/13
R/01
IL
COPY RE3 2585A/REV'D
PFH
10.03,2016
RA01
COPY JOB, RELABEL
RDP
2/20/17
RA01
LC9
HMT
12/15/17
LOAD#
DESCRIPTION
INIT.
DATE
r
CONTRAC, I ORK
OF' A.MERIC.A.
3900 AVENUE
G, N. W,
WINTER
HAVEN FLORIDA 33880
PI-ICINEI
( 800) 959-8806
FAX:
( 863) 294-2488
BUILDER TAYLOR MORRISON
PROJECT `I'HORNBROOK
MODEL 2582/A
CCA PROD/MODEL/ALT
9A6/9A7/258SE
ALT DESC:
OTC :
LOT: 165 BLOCK
??? 11/18/02 9:52 AM UCA40.dwg
CARPENTER
I F,
r
CONTRAC, I ORK
OF' A.MERIC.A.
3900 AVENUE
G, N. W,
WINTER
HAVEN FLORIDA 33880
PI-ICINEI
( 800) 959-8806
FAX:
( 863) 294-2488
BUILDER TAYLOR MORRISON
PROJECT `I'HORNBROOK
MODEL 2582/A
CCA PROD/MODEL/ALT
9A6/9A7/258SE
ALT DESC:
OTC :
LOT: 165 BLOCK
??? 11/18/02 9:52 AM UCA40.dwg