HomeMy WebLinkAbout3744 Crawley Down Lp; 17-3263; NEW SFHCOUNTY OF'SEMI14OLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 17100009.
BUILDING APPLICATION #: 17-10.000945
BUILDING PERMIT NUMBER: 17-10000945
17.3aco3
DATE: December 29, 2017 1� Ll"I q
UNIT ADDRESS; Ck2AWLEY DOWN LP 3744 17 -20 -31 -SVC -0000-0840 /�' `'
TRAFFIC ZONE:022 JURISDICTION:
SEC. TWP: RNG: SUF: PARCEL:
SUBDIVISION. TRACT:
PLAT BOOR: PLAT BOOK PAGE: BLOCK: LOT.
OWNER NAME
ADDRESS:
APPLICANT NAME: NVR INC. DBA RYAN MONIES
ADDRESS: 4307 VINELAND RD H-.20 ORLANDO FL 32811
LAND USE KENSINGTON RESERVE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NO'T'ES: 3744 CRAWLEY DOWN LOOP/ KENSINGTON
RESERVE LOT784n.SFR DETACHED
----------------'------.._-__----------------------------------------------------
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 awl unit
ROADS -COLLECTORS N/A
Singqle Family Housing
.00 1.000 dwl unit
FIRE RESCUE N/A.
LIBRARY CO -WIDE ORD
Single Family Housing
SCHOOLS CO ORD
54.00 1.000 dwl unit
-.WIDE
ngle Family 'Housing
5,000.00 1.000 dwl unit
PARKS
LAW ENFORCE N/A
DRAINAGE N/A
.AMOUNT DUE
STATEMENT(„_
RECEIVED BY: J i i_.fVV
. _ SIGNATURE:
{PLEASE PRINT NAME)
DATE:
" NOTE TO RECEIVING SIGNATORY/APPLICANT:
FAILURE'TO NOTIFY OWNER AND
ENSURE TIMELY PAYMENT MAY RESULT
IN YOUR LIABILITY FOR THE FEE.. ***
DISTRIBUTION: 1 -BLDG DEPT
3 -APPLICANT
2 -FINANCE
4 -LAND MANAGEMENT
**NOTEk*'
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 BUIL.,DING PERMIT.
7.05.00
.00
.OQ
54.00
5,000.00
.00
.00
. 0.0
5.,759.00
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771 ,
PAYMENT SHOULD BE BY CHECK OP. MONEY ORDER, ,AND ,SHOULD.REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
***THIS.STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT I$ NOT***
ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE LATE ABOVE
* DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356.
Revision ❑ City of Sanford
Response to Comments ❑ Building & Fire Prevention Division
r' ph 407.688,5150 Fax: 407.688.5152
"a fl: building@sanfordfl.gov
Permit ✓ 41"ii
Sdtt�il Date:,;
Project Address:
1 Contact: '' �_.
Ph: �� l - i! Fax:
Email: A142
Trades encompassed in revision: Ge feral description of revision:
Building
❑ Plumbing
❑ Electrical
❑ Mechanical
❑ Life Safety
❑ Waste Water
ROUTING INFORMATION
Department Approvals
❑ Utilities
❑ Waste Water
❑ Planning
❑ Engineering
❑ Fire Prevention
❑ Building f!�C 3- ti(-, LS
■
HEADER SPAN CHART
(HEADER BIZE5 PER G-dAi;ZT. U.N.O.)
SINGLI= STONY APPLICATION
CONNECTOR S `! J J4, Jil. I J �I_F' �J .11l -J. �.I ---.. GGIJ7RriL DATE; O'1 -DI -1r__..
CLEAN SPAN
SIMPSON
DES. UPLIFT GRAVITY
USP
DES. UPLIFT GRAVITY
FASTENER
5'-4' TD i'-0`
14ETA-1F.
1450
PBL 2 x 12
H1A 1F -IB
400
517E
(1) lad x, 1 12' 1-i'I.Y, (r) Itad 2-rl-Y, (UST -1 lir:) 10ed X I I/2" - NO Ihd ori ION)
DIAL 2 x 6
02)11074-Ih
9Cfi
5'-0' TO 6'-4"
(2) H14 I6-18
20100
DSL 2 x 12
x 1 112' 1-F'LY, (USF, (lo) 106 x 1 I/2")
1900
1
(14) ffid 2-F'1Y CUSP: 140 16d OPTION)
3
NETA-ih
le -10
NTA 1h
hi6
(9) lad r, 1 10" i -PLY, (e) Vod 2 -PLY USF: (10) 10d x I i/2", NO lhd OPTION
HE74-201
ISIO
PTA 20
I<,IB
(9^) 10d x 1 1/2" I -`L1', (B) Md 2 -`LY U8`: CIO) ir,d x, 1 1/2", NO 16d OPTION
Of
z
(23 HE1A-2C
20L{5
(2) H1A-2Gi
3170
(10) IDd r, 1 1/2' i-rLY USr: (lo) lod i1 V2"
25100
(12)16d 2-F'L'r (USF: 1,10 16d OPTION)
0
Gt-2
2bO
LUC r-2
19E7l
(7) - 1/4" r. 2 1/4' TITEIJ, 2 FLY (iZr-i i31 -K (5) 1/4" IVP-, WOOp (Ib� ICd
U)
DETAL-20
24010
NO USP CONVER6IGN FOR SIMPSON DET4L-20
(18) - 10d x 1 i/'l, 1 FLY
,
Mr +
Mir",
1'1001
4000
(1) 5/S' A-1.1" 1N HlraH 57F'_ENr:1H 1"'0x-1 0-11rJ. 12" Et 115ED), (22) 10d TO WOOD (U5F's (2S) ia6 TO 111001':•1
HST -2 +
09010
ti
IIUGT-2
9365
(2) 3/4" AX.R 114 NIGH 9TFENGTH EFOXY (MIN, 12' EI"ieED), (16) iod TO UIOOD (LISFs WOOD (S) IOd)
PGT -3 +
10520
RUST -3
934.5
(2) 3/4" AT.R. IN HIGH GTh'r-NGTH EFOXY (MIN, 12' [ME' -ED), (16)VDd 70 100017, (U3i's WOO` (BJ IOd)
LG73-9682$
3253
LUGT-9
533r,
(12) 9D8 1/4'x2 1/2." 70 GiFr, EF, (4) 3/01' r, 5' TITEN HE, TO WALL (USF•: COI 4C. (4) .'./B' X 5' WEDGE aoL1, WOOD (12J W8261
1-1A2
1210 F'AHALLEL TO WALL
1425 PrRI`rNDIGULAR 10
WALL
LP TA
1555
(10) IDd x, I -lie' (USP, (10) IDd x 1 1/2'
NIG -i
4940
NO USP CONVERZION FGR 61MFSON VGT
Cl; 5/B' A.T.R IN HIGH STRENGTP F-rox " (MIN, 12" E115ED), lth)-5p5 1/4'1:3' TG WOOD
(2) VC -1
7185
NO USP CONV£F»SION FCR 61T-1PSON (2) VG?T)
(2) 5/8' AtR. N NIGH 5TR-tZ_,1P Lf -'OXY fl-iIN. 12' EMBFp1, (32)-5p5 I14"X.3' / 2 F'L'r
I"1T5-12
I000
MTW 12
1595
(14) 1001 .:. 1 1/2" (IJBr; (14) ICd r, 1 1/2', (14) ICJ)
HTS -16
IISC
HTlll IU
1660
llra) IGd r, 1 10, (USr, (16) Od x 1 1R2% (l.a) iCd1
HT6-20
14GC
HTW 20
20145
(2.4) 10d x 1 112' (UCP+ (24) IOd r, i I/.", (20) iCd)
1-I16-24
1450
w
14 W 24
2045
(24) loci r, 1 i/2' (USF, 024) 10,110,1 r, 1 I/2', (2DJ IDd)
Lfi7A-12 44
926
LST.A 12
970
(10) tad Usp, (I0) IOd
L3TA-I5 ++
*S!,
LST.A 18
136(71
(14) 10d Utar,(14) IGd
t15TA-I9 ++
1315
MSTA-1E
1315
(14J IOd U°F, (14) IGd
(n
0-
t15TA-24 ++
Ih40
N1S1'A-24
11511
03) ICd uBP: CIS) lri6
t'157A-310 ++
2050
i'1.51A-30
1140
(22) 1060•"
SF,
0_
I—
META -36, +
205E
I'1%1'A-3h
2525
(R6J IOci Usr! !26) IOd
h1971 -3h
?,Poo
K:.71 23h
309,.1
(36) lod r, 1 1/2' a a
LLer: f.r) IOd r, 1 lit'
0n
Msl1.48
5. b5
i-TSI248
4250
(4e) I2d r, 1 12' u5r: 045) 106 x 1 1/2'
H6
95a
L TA h
595
!8) Scl TO PLATES, CS) Pd TG STUDS (115P: (16) 8d x. 1 I2', (16) 8d)
eF4
12.5
Si T 4
9401
(E.) 10d Y, 1 12' TO 87UL)S U5P: ((1 IOd x 1 1/2" TO 5TUD6
1434
3`15
M}"• 34
410,
(4) Bd'/, 1 1/2' TO EEA", (4) Gd x 1 1/2' TO F05T. U51✓: (4) Ed x 11/1' TO WEAM, C4) Ed x, 1 ir' TO }OCT,
PCP2
(145
HN(;P 2
1010
02J 106 x 1 12' USF': CID) lod Y. 1 1/2" to TRUSS, (IO) X 1 12' TO PLA7E
HIDA
134x."
R7 IEA
2150
118) iCd x 1 12' U5F: r9) IDd x. 1 12' TO 7kU58, (E) IOd X 1 1/2" TO PLATE
VraT 4 HD01i
4565
PHD 4.4
4535
ll.'o )-Gp G- x3' •t0 WOOD, 11GJ-309 1/,11'x2 1/2" 1112 tWRFADEp'ROD, (2) NIJTS/114SPER2 PI -Y
IDS`; 5/8' ATR MIN. T' FMpED 6ET IN HIGH STr-,I7NSTH EPDXY, (10) IL5W WGOFi SCREWS
VrT 4 HD7F3
41?4o
TDX 10
5110
(10-5 'S 1/4'x.3' TO WOOD, (51-5/4' .5TUG t3OLTS W/ TH'?EAC•EC• FOD, (2) NUTS/IUASHER/)PLT"
u81'-; 1/B' AIF MIN. 7' EM�EG SET IN PIsH STRENnslH rr-ox,(4) IIP,' tPRU-Fnl_7,S
AEU 44
2200
6065 -
FAU 44
2535
6 175
(I) 6/8' 4,7.1? 114, HIGH 5TREH:TH EFCXY, (MIN. 7' Ei' NE'EG.) IN C--OI"IC, (12) I':d TO WGCD USP; SAME A5 BIMP90I4
At;ll ,r,
2300
120022
PAU 66
2535
ISE, [5
(1) 5/s' 4.7.1?, IN HIGH f 7TfT JGTP [I rCY:i, (MIN. 7' E1 SED.) 11.1 GONG,. 02)1�6 7O UY-;OD IJSf✓; SAME 41 SIMF401.1
1340;
LT -5 M
12115
(1) 314' AT.R. IN HIGH BTRENGTH FrOXr, (t'IIrl 1' FMFED.) 11.1 CONG.. (8)10d TO WOO` IJSF, SAME A9 bR'IF9CJrJ
0
Z
LTT20B 4++
500
L78 201'•
11x5
(1) I/2" Al'.R. N NIcyN STRENGTH POY,r, (MIN. 7" EMFED.) IN CGNG (10)106 TO WGGp
USr: 3/4" ATR MiN 7" EMtDED SET 114 HIGH 57RFNGTH EFGY,'1•, (10) 106, (10) 10d x 1 12' 2-1/2"
0
HTT4
4455
P.1'141,
440,5
(U 5/01' A.I.R. IN HIGH 87R'Et IG7N £FOXY (MIN. 7' CT-IFrr)d IN GGIJG, (IS) BDNIC X 1 1/2' (UBF'- (20) N'd X 2-1Y2'I
USF HAS MORE NAIL GPTI01d5, (20) 10d (20) 10d x 1-1/2', (20) 166 x. 2 1/l.'
4775
5090
1-.11145
1_,430
(1) 5/8' A.T.R. IN NIGH GTREIJGTH EFOY,Y (MIN. 7' EMBs G,) IN CONE„ (2111) lhd % 2 1/2' (USF, (20) Vod X
USF' PAS MOi�_= NAIL OQ71ON6: (28J IGd, (25) lwd x. 1-12', (20) IF.d x.7 12"
NNGQII-GDP 2 �+
BiD
UFHD 11
12090
(1) I" ATR IN HIGH 6TrrNSTP EPGX r1 l"Ir4. 10' EMBLD.) IN GONG, 024) 605 Ya' Y, 7%' U GGG .SGREU 5 (USP: 0241 WS3 U1GGG 9GP�U 9)
HG7B
G -h46
TDX 10
5110
(1) 7/S" A.B. Ii•! HIGH 5T>< 14a7H EFOXI-, (MIN. 7" Ei•1BEDd iN G014G„ (3.) :14' STUD DOLTS 10 WOOD (LISF: (4) 1/01' COLTS)
(/�
(Y
ML PA 376/1176
3475
63?(�
•
11Fhi35?'12U
3165
1150
511'95&ON: (1)'/4' A.r.R. IN HIGH STF-tNGTH EPDX1", 0111,1, (.,75' £MEEPMLN1) IN C.1'1.U. TOP, (1) 3/4"
A.T.R. IN HISH S7RE14GTH EPDXY, (MN. G.TS" Ei-1EED11ENTJ IN C.1`111. FADE, (IEJIGd M
TO BEA
USP: (1112 J-01017 W/ MINIMUM 6, Ei'IF3FCi. 4 NOT LESS 7P.Ahl 4" FROM EGGS Or CONE uY 3/4" MIA 1 LIJ
RAF1E`cT/F DHEAD DYNA DOLT SLEEVE ANC:HGR C•R Ea W,r 1'1N, 5' Et9EED rEEFTH IN51 ALLED IN THE FACE.
04) 10d AT J0187
W2660
C�
HU5C412 (WGGD)
3635
CI'1R7
H'J541211=
3
2530 (F1.F)
00. 1rd TO HEADER, (10) 166 TO WOOD USF': SAME AS SIMr,501J
32h5 (P-001=)
22210 (ROOF)
HUC410 (0110)
Blti
5085
Hp410 IF
11305
2175
(101) I/4' Y, 2-3/4" TITEIJ (9 rER FLANGE) TO Gt•1U, (10) 1Cd TO WOOD: (USr: (12J 1/4' x :' W93 6CIRE-IU6, (10) IOd TO WOOD.
I
HUG210-2 (CMU)
IBiG
50.85
Hp21Ux-aiF
1905
317t-1
(101) 114' Y, 2-3/4" 717EN (9 f -ER FLANGE) 70 CMU, (10) lod 70 WOOD: (UBF: (ICJ 1/4' x 3' u1Pi9 GGFEUIb, CIC) ICd To WOOL/
14Uc210-3 (CI -IU)
1810
4oG0
HD210-315
19x5
3175
(IBJ i/4' x 2-3/4" TITEN (9 FSR FLANGE) TO CMU, (10) lc'd 70 WOOD: (USF; CIE11141 x 3' 0169 6CREW6, (1eJ IOd To WOOD
LGLJM245-2-609 143E 1 6595 NO USP CON'4£FS10N FOR "'IM`Sn'N LGui'126-2-5D5 (4) SIV` x 4" 71TEN NG ANCHOP.fi (2 PEF: FLAIJGE) TO CMU, (4) 1/4' Y, 2 1/2' SDS 'CF£WS 70 WOOD
HIGH STi ENSTH EFOXY = SiMPS•ON "SET EPDXY-TIE'. CCNTAC7 THE AF'-_PITECT/ENGINEER OF RECORD FGR WRITTEH APFFOVAL F'RIOF TO SUE.STITUTING FGR 911-11L4R EFO>;'1' PRODUCTS OF USF - CIA ADHESIVE
ANCHORING 6)-6TEM9.
WHERE ANCHOR EMI3EDt1EHT iS GREATER THAN 7' DEEP, THE VEFTICAL CELL IN CMU, WALL MUST ME FILLED 90LID a,/ GFCUT.
ICJ D0111(7TJ NAILS CAN BE SU65TITUTED WITH )Od x I I/P NAILS 114 Go14JUNG71oN WITH A 237:. REDUCi'ION iN 1HE ALLouJA6LE LOAD. WRITTEN AFFROVAL FROM THE ARCHITECT IG REGU(F.ED FoR THIS AFFLIGA710N
1�Iok 70 IN974I.1_4710N.
444 r1iN11'lUhi EMBEDIIE-NT INTO Tiar_ TOP OF A EOl IpR[Arh WILL tE 5", MINi1,11-1 Ei'1tEDi-IL-NT INTO 701E FOUNDATION 11116.1- L?.E T'
Ld
F—
- - -
A.T.R. • 4-301 ALL THRZAD Koli (517F-, i'RriTECTION 7Yt1E, LENC}TH, T --Tr,, VAhJF.(,)
EECAUSE OF THE WIDE v4r- ETY OF MATERIALS, LOCATION% AND CONDITIONS THAT MAY AFF -EC -T CONIJECTCR5, THE CGNTFA.CTGR MUST BE FCR 1.14K11JG SURF T+ -! .AT THE `50{125 CGp1~DglOt)f PROTECTION
19 UB1=D.
W;41 -N USING 31'AINLr55 S1 L' -1-L GONNECtOFS, U5E STAfi,ILESS SIL=EL 1'AStEIJER�.. A4I N U91rlra 71114X, / HDG GALVANIZE` GOr'JN r�TORS, USE FA3Ti=NERS G-ALVANIXEp Pl-F 45YM-4153
USE GF EY,PAN910I4 ANCHORS WILL_ 011= EVAI.l147ED ON AIJ INDIVIDUAL L,AUIE ANp IiU9Y HAV£ WRITTEN Arrp.OVAL FROM rHE ARCHIIECT/ENa N''.ER OF RECORil FRIER 10 llSt=.
ALL COiJNECTOR VALUES 1=,4GED ON SIMFFSr.N '111000 CON5TFUCTION GONNEGTOR9 C-2013" , "HIGH IIJIND-RE6107A147 CC,45TRUC-TiON C-HWGS, AND ANCHORING 4 pASTENINS 9Y87E1.16 FO' CONCRETE 4 C94501hI1;,Y C.A7ALOG
C: -5A5-2012;
HEADER SPAN CHART
(HEADER BIZE5 PER G-dAi;ZT. U.N.O.)
SINGLI= STONY APPLICATION
51ZIE
CLEAN SPAN
DE3L 2 x 6
UP TO W-4`
P15L 2 x 8
5'-4' TD i'-0`
DBL 2 x 10
1'-0" TO 10'-0'
PBL 2 x 12
10'-0" ANP OV)=R
TWO STORY APPLICATION DOIUN STAID
517E
CLEAR SPAN
DIAL 2 x 6
LIP TO W-0"
DBL 2 x 8
5'-0' TO 6'-4"
DBL 2 x 10
6'-41 TO W-0"
DSL 2 x 12
8'-0" AND OVER
2 x 12
(02 SYP)
�/ I� F 4J474.✓
(Tyr.)
NAIL (3) 12d 41 W-8" ®:C,
T'YP. 2x12 DM./HDR.
0 ENTRY
MINIMUM WALL AND DEADER
STUD R.EQU I REMENTS
MAXIMUM NEAPtER OFAN (ft-)
uta TO
W-0' TO
Sr -p'
UND.
4' -II in`
1' -II 1/2'
AND UP
NUMBWZ Ot= Ni=ADER STUDS
Q
SUPPORTiNG END OF WEAKER
1
2
3
NUM51-=R OF= .-ILL LI=W-4TN STUDS
2
AT EACH END 0= WEADER
1
3
FRAMING NOTES'
1. HURRICANE STRAPS TO BE iv1ANUFACTURED BY SIMPSON STRONG -TIE
OR EQUAL, U.N.O.
2. TYPICAL HURRICANE STRAPS AREAS FOLLOWS, U.N.O:
• TRUSS TO MASONRY/CONCRETE SHAH- BE META -16
• FLOOR JOIST TO Iv1ASONRY/CONCRETE SHALL BE HETA-16 AT EACH
END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL.
• TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12
3, TRUSS TO TRUSS CONNECTIONS AND HANGERS SHAH- BE DESIGNED
AND SUPPLIED BY TRUSS MANUFACTURER.
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS
FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE
STD, U.N.O. ON FRAMING PLAN.
6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR, TRUSS/BEAM MIDST
NOT BREAK 1'4' MIN, FROM 2ND. FLR, LINE
IST FLOORL[NrBr=LOW
---
I I
I
I
I I
I I
�vr 3 3 3 t; t-) t; t I� r, t t;3 3
I 1
D5 D5
CJi
II II
CJ3 II II II II II II II I II CZ
CJ5 GJ5
DaL.
DBL. 'S'i,Q x1? STUD
STUD = _ _ — _ — _ A02
— I A03
A04
A05
_ _ = A05
H
— A05
A05
— _ = A05
y%
TRUSS TO = _ - _ = A03
(2) 2x5 D51-
STUDS
SLSTUDS W/ _ _ _
HT3-16-"22X3b A,06
ATTIC I
STUN
A01
—— �r- M04
,� eO4
CJ3
W I
L7 — 504
CJI i Cl -
I _
502
m _ _
I u BD SI L.
- I- - - - STUD'
'�/ STUD
b
cJ5 CJ6
CJ3 CJ3
,
CJi ` II II II II II II II t , CJI
L
D5 ��., 13 3 3 3 I timet
I I
I I
IST FLOOR LINE PrELOW
TRO OF FvjL\,AM1NG FLAN
SCALE. 1/4 = V-0' -m" ELEVATION "A"
RLCORD COPY
rAIRC HITEC TS
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.corn
AA #: 0003325
SU131331V & LOT:
KENSINGTON
RESERVE
(LOT #84)
MODE,:
SUMMERLAND
(vERs10N#01)
PRO ZEC T#:
299'7.000
PAGE:
ROO
FRAMING
P LAN
ARC�IfTECT
STATE OF FLOWDA
(313AT�E:
SCAM: 1/4"=1 -o
SEM T
or 9
Q
O
A
Q
ti
h
w
�4
1
t-
1
Ljol
SU131331V & LOT:
KENSINGTON
RESERVE
(LOT #84)
MODE,:
SUMMERLAND
(vERs10N#01)
PRO ZEC T#:
299'7.000
PAGE:
ROO
FRAMING
P LAN
ARC�IfTECT
STATE OF FLOWDA
(313AT�E:
SCAM: 1/4"=1 -o
SEM T
or 9