HomeMy WebLinkAbout479 Rocky Grove Ln 18-3183 (A) NEW SFH ROOFCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100006
BUILDING APPLICATION It: 18-10000663
BUILDING PERMIT NUMBER: 18-10000663
(�-3j �3
DATE: August 02, 2018 `S y7/
UNIT ADDRESS: ROCKY GROVE LANE 479 21-19.30.510-0000-0790 3 ��I-�
TRAFFIC 'GONE:022 JURISDICTION:
SEC: TWP: RNG: SUB: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPTAYLOR MORRISON
O
ADDRESS: 2600LAKELUCIENDRIVE I SUITE 350 MAI'TLAND
FL 32'/51
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 479 ROCKY GROVE LANE / THORNBROOKE PHASE
4 / SFR
-
---------------- -- ------------------------ - _ __ _ _______ _ __
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RA'Z'E UNITS TYPE
------------------------------------------------- -------------------------------
ROADS -ARTERIALS CO -WIDE ORD
Single Family Housing 705.00 1.000 awl unit '105.00
ROADS -COLLECTORS N/A
Single Family Housing
FIRE RESCUE .UU 1,000 awl unit ,Op
LIBRARY CO -WIDE ORD .00
Sl"Zle Family Housing
SCHOOLS 54.00 1.000 awl unit 54.00
CO -WIDE ORD
Single Family HoNSing 51000.00 1.000 awl unit 51000.00
PARKS /A
LAW ENFORCE N/A .00
DRAINAGE N/A .00
AMOUNT DUE 5,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE I,
SEMINOLE COUNTY ROAD, FIRE RESCUE, LIBRARY AND/OR EDUCATIONAL ,!/h•-�
ISSUANCE OF A BUILDING PE E, I T.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER
,�,1
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES 1
MUST 13E EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE BUT NO LATER THAN (� CJ
CEITIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW V O�
MUST MEET THE REQUIREMENTS Or THE COUNTY LAND DEVELOPMENT CODE,
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-73,
6.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF' SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, A 32771
PAY
ENT
THEMCOUNTYOULD BE BUIILDINGYPERMIT OR
EAX THEKTOPNLEFT REFERENCE
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
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DO NOT CUT OR ALTER TRUSSES WITHOUT CON SENT OF THIS Oi-L 1C F. BACK
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SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, J\IC .
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THIS IS A TRUSS PLACEMENT PLAN. ITS INTENBED T❑ AID IN THE INSTALLATI❑N OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND
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AHvtTMENt
#18-3183
Labeled End Mark
Al"I':ENTION!
DON'T LIFT SINGLE TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK
CONSULT BCSI -Bl
30' Span r less 30' to 60' Span
Spread r Bar
6U dQgrees
�I/2 �'1 r 2/3 to 1/2 r
io lint Pun uppro Tu lir.r spanspns
T REFER TO BCSI -B1
Truss must be set this Hay if crane used,
Truss is an example, Your truss may noT match,
Innis+. crane operator sets truss this 'Nay,
Total, Truss Quantity = 189,
GPn�nal Not _'
1) Ali parallel chord trusses, flat trusses and flat
girders have the lop chord partially pointed green
to be instulle(i green side up.
2) All 'hungers to be, Simpson H11S26 unless
otherwise noted.
3) All truss spacing is 24" O.C. unless otherwise
noted.
11) Per Truss Plate Institute SCSI at
recornrnendation permanent X brecing should bo
placed of a rnaairnum spaclog 15' O.C. ceross
the span, to be. repected at a rrluxirnurn of 20'
between each X brace throughout the structure.
Please refer to SCSI 131 for ,any additional
bruc;ng details.
ROOF LOADING SCHEDUL
TCLL - 20 PSF
TCDL = 17 PSF
BCLL = * PSF
BCDL = 10 PSF
TOTAL = /17 PSF
DURATION = 1.25
WIND SPD/TYPE 150 MPH
ENCLOSF,D
BLDG EXPOSURE = C
USAGE = RLSIDENTIAI, CAT II
WIND IMPORTANCE FACT❑I- I
UPLIFTS BASED ON 9.2 PSF
DESIGN CHI`CEIZIA
F BC 2017
`CPI 2 01 /1
'truss member design & connector plates
are designed for ASCL 7— 10 and maximum
forces from both components and claddings
and main wind force resisting systems.
* 'Chew trusses have been reviewed to carry an
additional 109 psf non -concurrent bottom chord live
load.
FLOOR LOADING SCHEDU E
TCLL = 40 PSF
TCDL = 10 PSF
BCDL = 5 PSF
%TOTAL = 55 PSF
ALL REACTIONS OVER 5000/
AND UPLIFTS OVER 10001
ARE SHOWN ON ENCINEERINC .
WALL KEY
`, '-4"
�20'-3/4
LOAD# OFS(-,RIPIION INIT F)ATF
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05/09/2012
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07/12/13
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COPY JOB, RELABEL
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THIS IS A TRUSS PLACEMENT PLAN. ITS INTENBED T❑ AID IN THE INSTALLATI❑N OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND
177 1017777 7,0Pr17rrrr I =M777M=
T TL- E R F1 F1 F
I '
6 F—
2
HEE L4-3/ j
J 0
PLUMB CU- --- ?X4
12 "
_1,x.1 T314' SUBFL❑❑R
TRUSS HELD BACK 3/4"
FOR PLYWOOD.
71
r -i
HANGER CHAR_
aN p'/lI Y IN
1 L I' -A 4? ! VFI'. FAN
WALL HT, BASED ON
9'-4" A.F.F,
REFER TO JG,
PACK FOR
C❑NNECTI❑N, ,
CJ5
j/
�� ��i l ECORD COPY
CJ3 �4
U
Cil / r
i U
U
1'-016 �-4-
TYPICAL I' SETBACK
CORNERSET LABELING
AND SPACING 8U1t�/y
SI&
o� Ir�
AHvtTMENt
#18-3183
Labeled End Mark
Al"I':ENTION!
DON'T LIFT SINGLE TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK
CONSULT BCSI -Bl
30' Span r less 30' to 60' Span
Spread r Bar
6U dQgrees
�I/2 �'1 r 2/3 to 1/2 r
io lint Pun uppro Tu lir.r spanspns
T REFER TO BCSI -B1
Truss must be set this Hay if crane used,
Truss is an example, Your truss may noT match,
Innis+. crane operator sets truss this 'Nay,
Total, Truss Quantity = 189,
GPn�nal Not _'
1) Ali parallel chord trusses, flat trusses and flat
girders have the lop chord partially pointed green
to be instulle(i green side up.
2) All 'hungers to be, Simpson H11S26 unless
otherwise noted.
3) All truss spacing is 24" O.C. unless otherwise
noted.
11) Per Truss Plate Institute SCSI at
recornrnendation permanent X brecing should bo
placed of a rnaairnum spaclog 15' O.C. ceross
the span, to be. repected at a rrluxirnurn of 20'
between each X brace throughout the structure.
Please refer to SCSI 131 for ,any additional
bruc;ng details.
ROOF LOADING SCHEDUL
TCLL - 20 PSF
TCDL = 17 PSF
BCLL = * PSF
BCDL = 10 PSF
TOTAL = /17 PSF
DURATION = 1.25
WIND SPD/TYPE 150 MPH
ENCLOSF,D
BLDG EXPOSURE = C
USAGE = RLSIDENTIAI, CAT II
WIND IMPORTANCE FACT❑I- I
UPLIFTS BASED ON 9.2 PSF
DESIGN CHI`CEIZIA
F BC 2017
`CPI 2 01 /1
'truss member design & connector plates
are designed for ASCL 7— 10 and maximum
forces from both components and claddings
and main wind force resisting systems.
* 'Chew trusses have been reviewed to carry an
additional 109 psf non -concurrent bottom chord live
load.
FLOOR LOADING SCHEDU E
TCLL = 40 PSF
TCDL = 10 PSF
BCDL = 5 PSF
%TOTAL = 55 PSF
ALL REACTIONS OVER 5000/
AND UPLIFTS OVER 10001
ARE SHOWN ON ENCINEERINC .
WALL KEY
`, '-4"
�20'-3/4
LOAD# OFS(-,RIPIION INIT F)ATF
R/01
New Model
rdg
8/24/11
R/Ol
Cutting
rdg
12/15/11
R/01
NEW WIND AND LUMBER
JRH
04-10-12
RA01
RERAN E NEW WINll 14UC
JRH
05/09/2012
R1301
Lr_3
HMr
07/12/13
R/01
COPY RE3 2585A/REV'D
PFH
10.03.2016
RA01
COPY JOB, RELABEL
RDP
2/20/17
RA01
LC9
HMr
12/15/17
LOAD{
DESCRIPTION
INIi.
DATE
LAN#
SCALE
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CONTRACTORS
OF AMERICA
3900 AVENUE Cr N. W.
WINTLP HAVEN LI.f1RTDA 33880
PHI INE: ( 800) 9 8800
FAX: ( 863) 294 2488
BUILDER'l' 1YLOR MOHRISON
PR❑JECTI'HORN 13ROOK
MODEL 2532/A
CCA PR❑J/M❑DEL/ALT
rJA6/JA 7/2;"it3SG/��5fiME\/25Fi`I'a\
ALT DESC
OTC :
LOT :79 BLOCK: _
DESIGNER
JJP
PAGE
DATE
12/16/10
LAN#
SCALE
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