HomeMy WebLinkAbout2263 Kelmscott Ct #17-3184- roof framingCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 17100009
BUILDING APPLICATION #: 17-10000922
BUILDING PERMIT NUMBER: 17-10000922
M-_�iM
DATE: December 15, 2017 �P /
UNIT ADDRESS: KELMSCO'T'T CT 2263 17-20-31-5VC-0000-0640
TRAFFIC ZONE:022 JURISDICTION:
ly 1
SEC: `T'WP: RNG: SUF. PARCEL.
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: NVR INC. DBA RYAN HOMES
ADDRESS: 4307 VINELAND RD H-20 ORLANDO FL 32811
LAND USE: KENSINGTON RESERVE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 2263 KELMSCOTT COURT/ KENSINGTON RESERVE
LOT 64 SFR DETACHED
--------------------------------------------------------------------------------
FEE BENEFIT RATE UNIT CALL UNIT TO'T'AL
DUE
TYPE DIST SCHED RATE UNI'T'S TYPE
----------------------------------- --------------------------------------------
ROADS-ARTERIALS CO -WIDE ORD
Single Family Hou'ping 705.00 1.000 dwl unit 705.00
ROADS -COLLECTORS N7A
Single Family Housing .00 1.000 dwl unit .00
FIRE RESCUE N/A
.00
LIBRARY CO -WIDE ORD
Single Family HousincJ 54.00 1.000 dwl unit 54.00
SCHOOLS CO -WIDE ORD
Single Family Housing 5,000.00 1.000 dwl unit 5,000.00
PA
00
LAW ENFORCE N/A
.00
DRAINAGE N/A
.OU
AMOUNT DUE 5,759.00
STATEMENT
RECEIVED BYA-A,7r �C . SIGNATURE: cL
(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. **k
DISTRIBU'T'ION: I -BLDG DEPT 3 -APPLICANT
2 -FINANCE 4 -LAND MANAGEMENT
**NOTE**
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 RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUN'T'Y LAND DEVELOPMENT CODE.
COPIES OF' RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
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 OR 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 IS NOT***
ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE,ABOVE
* DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356.
,1
Revision-llf
Response to Comments ❑ �3
permit / # / ^ _ fty
a q) Submittal Date
Project Address: Z�-����
Contact: �/ ,I/-/ ( / /— /--/—/V / (,— j(
Ph: Q �` 7— -21ja) tl/ .Fax:
C6 J'V
`t'r'ades encompassed in revision:
Building
❑ .Plumbing
❑ Electrical
❑ Mechanical
❑ .Life Safety
❑ Waste Water
City of Sanford
Building & Fire Prevention Division
Ph: 401.688.5150 Fax: 401.688.51.52
Email: building@sanfordfl.gov
General description of revision:
/4 VL /y / L Ll/
ROUTING INFORMATION
Approvals
AFF 3114•LS
Department
❑
Utilities
❑
Waste Water
❑
Planning
❑
Engineering
❑
.Fire Prevention
❑
Building
City of Sanford
Building & Fire Prevention Division
Ph: 401.688.5150 Fax: 401.688.51.52
Email: building@sanfordfl.gov
General description of revision:
/4 VL /y / L Ll/
ROUTING INFORMATION
Approvals
AFF 3114•LS
(HEAIDER5IZE5
CHART
CHART, UN -0.)
SINGLE STORY APPLICATION
,/^1 ,ems' ,,
1✓ ��Jp
-tE, �� Ii IC r1II1I' 11( '� � C 1�11r ,� ID j� 1�1�( 11r CONTROL DATE: .01 -01 -ID
L 'p1 11 1111111 AAv p J 1 {JJI IL�ll 1L1LJJ IIIA{
POL. 2 x 6
SIMPSON
USP
V-4' TO 7'-0'
DBL 2 x 10
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
11ETA-11,
1450
5'-0' TO 6'-4'
HrA 16-1a
1400
D5L 2 x 12
(1) led x 112' I -PL , (6) 16d 2 -PLY, (u5P: (10) lod X 1 1/2" - NO 16d UPHON)
AT l;ACH END O� HEADER
(2) META -Ib
1955
3
(2) HTA I& -la
2,3VCA
(ICn) I(7d x I I/?' I -PLY, (USF: (10) loci x 112")
1500
04) lod 2 -PL -T- (IJ51": NO 1&d OPTION)
HETA-16
1,310
HTA IG
015
(9) Iod x 1 1/2" I -FLT, (a) !qct 2 -FLY USP: (10) IOd x I V:", NO foal OPTION
HCTA-?VIalrU
HTA 20
Ib15
(9) lod x 1 1/2" 1 -PLY, (a) I0d 2 -PLY U•SP: (1e) 10d x 1 1/2', NO lod OPTION
(2) "ETA -20
2039
(2) HrA-20
3110
(10) 10%1 x 1 1/2' I -PLY U5P: (10) loci x I V'1"
2500
(r1) 1'od 2 -FL -T' (U51": NO I'bd OPTION)
0
LCAT -2
2150
LUGr-2
1918
<U - V4" x 2 1/4' T1 TEN, 2 FLY (U5P: SLK. <5) 1/4' W5, 'lIG'OD C.Sd VOd
V�
PETAL -20
24x0
NO USP COPIVERSION FOR 51MFSON DETAL-20
(1a) - Ied x 112, I F'LT'
c>
MGT
3�&5
Q
MllGr
40L^0
(I) 5/a' A.T.R. IN HIC3H 3TREN6tH EPDXY (I -11P1. 12" EMBER), (22) I0d r0 WOOD CUSP: (29) lrlid TO WO!JDJ
HraT=1
099P1
HILT -2
9365 —
(2) 3/4" A.T.R IN HIGH STRENGTH EFOXY <MIN. I?' EI 1?ED), (16J 1md TO WOOD 0U5P: wCOD (e) led)
PS;T-3 :
10590
HUGT-3
9365
<2) 3/4" A.T.R IN HIGH STR NGTH EPC Y (MIhJ. ?' EMBED), !Ia) LOd TO WOOD (L1SP: WOOD (a) Iced)
LGT3-OD5'1
3'1�
LUGT-3
5330
(L) 5D5 V4'x2 1/2" TO GIRDER., (4).31W x 5' MEN HD TO WALL <UOP: COPIO. (4) 3/,3' X 5' WEDGE BOLT, WOOD (12) W525)
LTA2
1210 PARALLEL TO IWA1L
1.425 PERFFNQICULAR TO
WALL
LFTA
555
(10) 10c4 x 1-1/2' (USP: CV( led x 11/2'
VGT
4940
NO UEiP CONVERSION FOR SIMF50N `✓Gr
(1) 5/a' A.TR IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (lb) -5D5 I/4'X3' TO WOOD
(2) VGT
'II ea
NO U5P GOl•IV eI?BION FOR SIMFSON 0) VCT)
- -
(?) 5/9' A.T.R. IN NIGH 5TRENCarH EPDX"f 0,11k. 12' EMBED), (321-5D5 I/4"X3' / 2 PLY
MT5-12
IG`LY,7
1.7701 !?
1535
(14) 10 i x 1 12" (U5P: (14) IOd x 1 12', (14) 10x0
A
HT5-16
119x7
HTW 10
1660
(190 IZV4 x 1 I/2' (U5P: <10 10CA x 1 14"', (!6) loci)
1_11`3-20
1450
HTW 2V
2o49
(7.4) 10d x 1 1/2' (U5P: (24) I0d x 1 1611, (2 0) led)
HTS -24
1450
HTW 24
20=15
(24) 10d x 11%1' (USP: (':4) Ica x 1 10', (20) Ied)
LSTA-12 ++
925
LSTA !'1
910
(0) led U5P: (10) led
1_97A -la ++
123E
LSTA la
136"1
(l4) Ica U3P:. (14) led
115TA-la ++
1315
1-16TA-IB
1315
OV led U31F: (14) led
V)
M5rA-24 +:
1640
1'15TA-24
1150
(16) loci U5P: (15) led
a-
M&TA-30 ,.
2050
M5TA-30
2140
!22) loci USF': (22) lod
r15rA-36 :•
2050
1115TA-36
2525
(26) IVC4 USP: (2&) IZ'd
F--
[1571-36
3ez'o
KOTI 230
32'97)
(36) IOd x 1 1/2' U5P: (3b) led r. 112'
V)
MOTI-4a
E'Oo5
KT51 24a
4260
(4a) Ica x 1112' U51": <4a) Ica x 1 1/2'
H6
9&0
LFTA S
1595
(9) ad 10 PLATE% (,3) od TO STUDS (U3F: (16) ad x 1112', ('r1) ad)
•SP4
Z9E
SPT 4
945
0�0 10d x 1 12' TO STUDS U5P: (c) led x I IU' TO 6TUDIi
A34
335
I'll, 34
4117
(4) ad x 1 112' TO EEAI•I, 0P -^-a,,, 1 1/2' TO P06T. U5P: (41 Ed x 1 12' TO BEAM, <4) ed x 1 1/2' TO P067,
HCP2
645
I
HHCP 2
IV -TSD
(12) lod x 1 12' U51: (ID) led x 1 1/2" TO TRUSS, CIO) Foci X 112' To PLATE
HIDA
1340
RT 19,A
VaO
(16) loci x 112' U5P: (9) IO,d x 1 1/9' TO TRUE,% (a) OctIX I la" TO PLATE
VGT 4 HUU4
4565
PHD 4A
4535
(1&) -SDS 1/4'x3' TO WOOD, (lo) -SDS 1/4'.2 12'L/-1HRFADED RUQ, (2) NUTS11.uASHER)2 FLY
U51': 5/5' ATR MIN. 1' ET'15ED BET IN HIGH STRENGTH EPDXY, (ID) WSW WOOD 5CREL5
VGr 1 HD1F3
41_'40
TUX 10
5110,
<IZO-5D5 1/4'X3' TO WOOD, (3)-3/4' 57UP BOLTS IW/ THREADED ROD, (2) NUTS/WASHEF011-1
USP: 'ilw ATP. MIN. "I' EM5ED 5E IN HIGH 51 RENGTH EPDXY• (4) 1/9' THRU-50175
to
ABU 44
2300
6'0'05
PAU 44
2535 6115
(1) 5/5' A.T.R. IN HI.H STR.^.I'wH EFOAY, (MIN. 1' EPIEEP.) IN CONC., 02) Ibd TO WOOP USF: SA1-IE AS 31111°5011
ABU 6'0
23.071
12000
PAL} ow
2535 13a15
(1) 5/3' A.T.R IH HISH STl:F_ IGTH EPDXY, (MIN. I' .FI•1BED.) IN CORK., (1101c'c.d TO 'LOOP USF: 541 -IF A5 5111F'5U11
(�
LTTI9 +••
1340
LTB 19
1205
(1) 3/4' A.T.R. IN HfGH 5Tr FNCy1H EFOXY, 0-111. T' E115ED.) IN GONG., (S)IL^d TU WOOD U5P: 5AMF 46 511`11`--3Ch1
LTT20B ::+
18ID(D
LT9 70B
11✓5
CU 1/2" ATR IN HIGH STRENC:H4 EFOXY, (MIN. 1" EMBEP.) IN CONC, (I✓O11Z'd TO WOOD
1.15P: 3/4" ATR MIN 1" EME3EP SET IN HIGH STRENGTH EPDXY, (IV) led, (10led x I
=
(..)
HTT4
4455
HTT45
4=416
(I) 5!8' AJI' IN HIGH 5T14ZN•:iTH EFOXY (MIN. '1' FM3EQ,) IN GONG, (19) 5D°13 ;< 112' (001: (?e) le'd X 2-V?')
USP HA5 MORE NAIL OFTICN3: (2e) Irrod, (20) led x 1-10', (20) l6d x ': V2'
<[
NTTS
5090
HTT45
543C'�
(1) F21a' A,T.R IN HIGH STRENGTH ^FOXY (MIN. 1' EMBED,) IN CONC, (2;�O Lod X 2 1/2' (USP: (20) lid X 24V2")
USF HAS MGFE NAIL OPTIONS: (29) loci, ow lea x 1-1/2', (20) 16d x ? I/'1"
1-114D^.11 -5D5 2.5+
II,ve)
UPHD 11
I?'D90
(9 1" AT.F, 11t HIGH 5TRNsTH EPDXY; (MIN. ID' EI15ED.) IN GOP1G• <?4/ 6Do %4' x :YY WOOD SCREWS (U5P: 1241 0.1S:i WGGD cGP�'!'3)
HD15
664E
TDX 10
E110
77-1/5' A.5. IN HIGH 5TREN1,TH EFOJCY, (MIM. V EMDECId IN CCCO, (3) 3/4' STUD BOLTS TO WOOD (USF: (4) 11.+3' 0OLT5)
M HA 3.56/11?�
3'{1E
5330
I IFI.135XI2U
9105 Il3e
$IMFbON: (1) 3/4' A.r.R IN HISH 5TRENG7H Ef-QX'Y, (MIN. E:15' Et15EPMEN0 IN CPLU. TOP, (1):V4'
A.T.R. IN 411641 STREP{C}TI I EFOiSY, (IMIPL /1.15" £ML3EDMEhITJ IN ,)1.0,. FACE, (la)IVd TO BEAN
U3F'; el) V2" J -BOLT W/ MINIMUt•l 6: EMBED. i NOT LE50 THAN 4" FROM EDGE Gr CONC W/ 3/4" DIA ITW
DHEAP GTP{A 501 T SLLEEY£ ANOHOR CiR EO. W/ MIN. 5' EIIEEP DEPTH INSTALLED IN THE FAC.'E.
(141 loci At IOIPT
0-1
Iil
NUSG'412 (UVJ
3636
-o&PJ (FLIRJ
'
NU54121F
2530 lFLfJ
3060 2530
3225 (ROOF)
16d r0, HEADER (10)!&d TO W00Q 1_ISP: SAhI£ AS SII7PSOh!
3265 (RO(;F)
7
HUC410 (CHID)
IVro
5095
Hp410 IF
19.05 31'15
(19) 114' x 2-3/4" TITEN (3 FER FLANGE) TV CMIJ, (10) IVJ TO WOOD: (USF: (19) 1/4' x 3' 453 6CREW0, (10) IGd r0 WOOP.
�(
=
HU,210-2 (GI1U)
17.10
50,35
HD21:J-21F
1915 3115
(!9) I/4' x 2-3/4" 71TEN (9 FER FLANGE) TO GIIL1, (10) 171d TO 11,1`iOD: (USF: (la) I/4' x 3' w)3 SCREWS, (10) IZ'd TO WOOD
HU,210-3 (Gr1U)
1510
4000
41D217J-31F
905 SNE
(!8) 1/4' x 2-3/4" TITEN (9 FER FLANGE) TO ,MU, (I0) loci TO LUOOD: (U5P: (Ia) 1/4' x 3' Vi 6 SCREWS, (10) I7d TO WOOD
L.Ut/16-2-5D5
14?.0
5E95
NO USF OUHYER510N FGR SIMPSON 1GUhl2o-2-SDS
(4) 3/,3" x '+' TITEN HD ANCHORO 0 FER FLANGE) TO CMU, (4) 114' X 2 12' SPS SCREWS To WOOD
HIGH STREN.TH EPDXY vIMPSON "SFT EPDXY-TIF', C0N7AC7 THE AiZCHITECT/ENGINEER OF RECORD FOR WRITTEN AFFROVAL PRIOR TO OUDTITUTING FOR 511111 -AR EFOXY FRODUCT9 OR U5P - CIA ADHESI`✓E
M1C;HORING 0Y5TEM5.
WHERE ANCHOR EMBEDMENT 15 GREATER THAN l' DEEP, THE VERTICAL CELL IN CM.U. WALL MUOT BE FILLED SOLID w/ GRC'UT.
• I0d C01'710N NAILS CAN BE 5UB5TITUTED WITH loci K I V2' NAILS IN CONJUNCTION WITH A 23 REDUCTION IN THE ALLO'WADLE LOAD. VRITTEN AFFf:?OvAL FROM THE ARCHITECT f5 REGUIRED FOR THIS AFFLICATION
FIRIOP. TO INSTALLATION.
U)
+++ MINIMUM EMEEPNFNT INTO THE TOP OF A eONPk3EAl`1 LUILL BE 5", MINIMLA I EMBEDMENT INTO THE FOUNDATION WILL BE 1"
w
I—
0
A -Tp_ = A-301 ALL THREAD ROD (517F, PROTECTION TYPE, LENGTH, ETC. VARIES)
Z
BECAUSE OF THE WIDE VARIETY OF MATERIAL.% LOCAT1Orl9, ANP CONL"JITION5 THAT MAi AFFECT THE CONTRACTOR MUST BE RZ5P011515LE FOR MACING SUR THAT THE PROPER CGRROSION PROTECTION
15 LISEQ.
U4CN U51NG 5TAINLE55 5tEEL CONNECTGN5, U5E 5TAIVILE55 STEEL FASTENERS. lLFIEN U51N,- ZM nx / HDG GALVANIZEQ CCXNEGTOR5, U5E FA51ENEr'�5 GAL`/ANIZED PER A5TM-AI53
I
U3E OF EXPAN51ON A1ICHOR3 WILL BE E'/ALJATEQ ON A11 INQI'✓IDUAL 13A915 AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITEcr/EP4ra;�VEER OF REC0r1Q PRIOR TO USE.
ALL C_o NEC'TOR VALUES BA.'EP ON 51MF%SON 'IUOOD CON57RUGTION CONNECTORS 0-21013" "HIGH WINCJ-RE515TANT CO'143TFUCTI CH C -H110% AND ANCHORIN. i FASTEN&r. 5Y6TET15 FOR CONCRETE = 1'IA90NRY CATALOG
C -5A5-2012.
(HEAIDER5IZE5
CHART
CHART, UN -0.)
SINGLE STORY APPLICATION
SI7
CLEAR SPAN
POL. 2 x 6
UP TO 5'-4'
DBL 2 x S
V-4' TO 7'-0'
DBL 2 x 10
1'-0' TO 10'-01
pBl., 2 x 12
10'-0' ANP OVER
TWO STORY APPLICATION DOLLN STAIRS
51ZE
CLEAR SPAN
P15L 2 x 6
UP TO W-0'
PBL. 2 x 8
5'-0' TO 6'-4'
DI5L_ 2 x 10
6'-4' TO V-0'
D5L 2 x 12
8'-0' AND OVER
2x12
(Wx GYP)
x/16' 069
(TYP.)
NAIL, (3)]2d + 6'-8' O.C.
TYP. 2x12 BM./HDR.
ENTRY
MINIMUM AND HEADER
REQU
MAXIMUM REAPER SPAN (ft-)
UP TO
5'-0' TO
5'-01
UN.O.
4' -II I/2'
7' -II 1/2'
AND UP
NUMBER OP HnAD1=R STUDS
SUPPORTING END OF HEADER
1
2
3
NUMMR OF RILL LENGTH 6TUD5
2
AT l;ACH END O� HEADER
1
C`)
3
FRAMING NOTES:
1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE
OR EQUAL, U.N.O.
2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O:
• TRUSS TO MASONRY/CONCRETE SHALL BE META -16
• FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL.
• -TRUSS TO BEARING WOOD FRAMING SHALL BE NITS -12
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED
AND SUPPLIED BYTRUSS 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 BTNI. OF FLR. TRUSS/BEAM MUST
NOT BREAK 1'-4" MIN. FROM 2ND. FLR. LINE
L - - — __ _ _ II ! I
---------- ---
— — LINE OF lot FLOOR 5ELCLU
I �
I
I
I
CiI 1 / II II II II II II II II II I II II II C,JI
II I I I I II
CJ3 = II II II II II II II II I II II = CJ3
i II II II II II II II I II _ _
CJ5 = — II II II II II SII ILII II — — CJ5
2:
A>al
D15L. SNR STUD
$TUD = _ _ - _ _ _ - _ _ _ A02
A03
A04
OOF
A05
005
Li A05
A04
TRUSS TO = _ _ _ _ - _ _ _ = 003
(2) 2x5 DBL
STUDS U)/_ _ _ _ _ _ _ _ _ = A06
NTS -16 x b� - - DBL.
ATTIC I STUD
CIA� W4
II II
I I „ I I B04
CJ3 _ _ - _ _ _ _ _
r
X304
s
D5 � D5
� LINE Cr- let
FLOOR 5IFFLOW — — - —
DBL.
803E
0
m
LINE OF let FLOOR 13ELOU1
---------------------------
ID 0 0F FRAMING PLAN
SCALE: 1/4 - FOR
ELEVATION 'C'
D5
RECORD COPY
� 0INa
Fifa
s •ls
ARCHITECTS
GDes�gn
rou Inc.
LV1110 Vvwwv' 1 -L -JG t 11
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA
#:0003325
1�J
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S'UIBDzv & WT:
KENSINGTON
RESERVE
(LOT #54)
MODEL:
SUMMEREAND
(VERSION#01)
PILO JECT#:
299 7.000
PAGE:
SECOND
FLOOR
ROOF
FRAMING
PLAN
ARCHrTECT-
STAT E Cf FLCR DA
DATE:
sC .tM:1/4"=1'-0"
SHEET
Ir
OF 9
C`)
0
P4
Q
w
A
a
CO
A
I
nj
Cl?
t}
to
tD
1111-
1�J
�J
S'UIBDzv & WT:
KENSINGTON
RESERVE
(LOT #54)
MODEL:
SUMMEREAND
(VERSION#01)
PILO JECT#:
299 7.000
PAGE:
SECOND
FLOOR
ROOF
FRAMING
PLAN
ARCHrTECT-
STAT E Cf FLCR DA
DATE:
sC .tM:1/4"=1'-0"
SHEET
Ir
OF 9