2782 River Landing Dr - BR11-00456 (NEW SFR) (A) (TRUSS)°
V
RECEIVED
DEC 8 2010 CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: i � If Documented Construction Value: $ 113, &
Job Address: Historic District: Yes ❑ No ❑
Parcel ID: e,M0 1q— " NQ -- a s � }(9(� '- l'�� Zoning:
a
Description of Work: TpUJtiilptY1f;g
on
Plan Review Contact Person '`(�[ "(,� (jn-1-,1 �'y�(� Title: Y�PP ( G( t'i its
Phone: + 40-1-5bi- 5160 Fax: 401 - 5!i- W5'9 E-mail: bw *,gzr*mr1 Mi h_t'g. co
Property Owner Information
Name M11 ELQ=y_ Phone: -iC�"j - rj�►l -' Qp
Street: SM C,610aal CZcltcr Pair K DIA - 5it 6100 Resident of property?:
City, State Zip: -LQ Kew , F'L „ '107N to
Contractor Information
Name &oQd Lo 1 O►1 *mon
Street: 8amne GLS Ou ne r
City, State Zip:
Phone: 140-1-551
Fax:
State License No.: CACC6% 44S
Architect/Engineer Information
Name:C1•i-�1(Sfli,lT ��(�Irr1O01:ifl
Street: _ c�10 a; td 10Ceir
City, St, Zip: UL�0_!N+ �QlmGG1, F�L 33UU7
Bonding Company:
Address:
Phone: 51,P1 Nal - 88taI
Fax:
Mortgage Lender:
Address:
t - We► IM
� �
—/ PERMIT INFORMATION
Building Permit �dnn
Square Footage: oC Q Construction Type: _ No. of Stories: 19,
No. of Dwelling Units: Flood Zone: KS�2. 0. J)
Electrical ❑ Plumbing ❑
New Service - No. of AMPS: New Construction - No. of Fixtures:
Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 13 No. of heads:
I O.A_
\,....T
I T _ 1
OtaI Truss uss Q�.�antity 198 C THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO ALD IN THE INSTALLATION.OF TRUSSES. ENGINEERED TRUSS.. DRAWINGS AND ARCHITECTURALS SUPERDETHI5DOCUMENT. E
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.
All hangers to be Simpson HTU26 unless otherwise
2) noted.
All truss spacing is 24" O.C. unless otherwise
3) noted,
Per Truss Plate Institute BCSI—B1 recommendation
4) permanent X—bracing should be placed at a
maximum spacing 15' O.C, across the span, to
be repeated at a maximum of 20' between each
X—brace throughout the structure.
Please refer to BCSI-61 for any additional bracing
details.
ROOF LOADING SCHEDULE
TCLL = 20 PSF
TCDL = 7 PSF
BCLL * PSF
BCDL - 10 PSF
TOTAL = 37 PSF
DURATION = 1.25 %
WIND SPD/TYPE = 120
ENCLOSED
BLDG EXPOSURE _ C
USAGE = RESIDENTIAL CAT I1
WIND IMPORTANCE FACTOR = 1
UPLIFTS BASED ON = 9.2 PSF
DESIGN CRITERIA
FBC 2007
TPI 2002
Truss member design & connector plates
are designed for ASCE 7-05 and maximum forces from
both components and claddings
and main wind force resisting systems.
* These trusses have been reviewed to carry an
additional 10# psf non -concurrent bottom chord live
load.
FLOOR LOADING SCHEDULE
TCLL = PSF
TCDL PSF
BCDL PSF
TOTAL PSF
WALL KEY
SEPERATION WALL
77/ -rrti nC=i^k'
BUILDER :MI HOMES
PROJECT :RIVERVIEW TOWNHOMES
MODEL :7 UNIT BLDG - ELEV. B
CCA PROJ/MODEL/ALT
.JP6 7UB (ROOF)
ALT DESC:
OTC :
LOT 135-- BLOCK
DESIGNER PAGE
'�'D S
DATE of 4
05 15 2009 1
LAN# SCALE
.135425P1 1/4 "=1'
MandiM2/2/2010 :11:54 AM 135425P1.dwg
U L A n r L+ 1 N 1 JEJ n
[ FuE -=
CONTRACTORS
OF AMERICA
3900 AVENUE
G. N. W,
WINTER
HAVEN FLORIDA 33880
PH❑NE�
( 800) 959-8806
FAX;
( 863) 294-2488
BUILDER :MI HOMES
PROJECT :RIVERVIEW TOWNHOMES
MODEL :7 UNIT BLDG - ELEV. B
CCA PROJ/MODEL/ALT
.JP6 7UB (ROOF)
ALT DESC:
OTC :
LOT 135-- BLOCK
DESIGNER PAGE
'�'D S
DATE of 4
05 15 2009 1
LAN# SCALE
.135425P1 1/4 "=1'
MandiM2/2/2010 :11:54 AM 135425P1.dwg
General Nates
1) All parallel chord trusses, flat trusses and - flat
girders hove the top chord partially painted green
to be installed green side up.
All hangers to be Simpson HTU26 unless otherwise
2) noted.
All truss spacing is 24" O.C. unless otherwise
3) noted.
Per Truss Plate Institute BCSI-61 recommenc
4) permanent X—bracing should be placed at a
maximum spacing 15' O.C. across the span, to
be repeated at a maximum 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 - 7 PSF
BCLL = * PSF
BCDL = 10 PSF
TOTAL _ 37 PSF
DURATION 1.25 %
WIND SPD/TYPE = 120
r;
ENCLOSED
BLDG EXPOSURE = C
USAGE = RESIDENTIAL CAT II
WIND IMPORTANCE FACTOR = 1
UPLIFTS BASED ON = 9.2 PSF
DESIGN CRITERIA
FBC 2007
TPI 2002
Truss member design & connector plates
are designed for ASCE 7-05 and maximum forces from
both components and claddings
and main wind force resisting systems.
* These trusses have been reviewed to carry an
additional 10# psf non -concurrent bottom chord live
load.
FLOOR LOADING SCHEDULE
TCLL PSF
TCDL = PSF
BCDL = PSF
TOTAL = PSF
ROOF IDESIGVEVD FOR
SHE
ALL REACER 5000#`
AND UPL1000#
ARE SHOYOUT.
WALL KEY _
Q 18"-9 7/8"
5EPERATION WALL
TO RnnF nF(-K
TH15 15 A TKU55 PLACEMENT
MET PLAN IT
,5 INTENDED TO All) IN THE INSTALLATION OF TRUSSES. ENGINEEREDTRU55 DRANING5 AND AR,C,11TECTURALS 5 P
ERCEDE TH15 DOCUMENT.
BUILDER :MI HOMES
PROJECT : RIVERVIEW TOWNHOMES
MODEL :7 UNIT BLDG - ELEV. B
CCA PROJ/MODEL/ALT
.JP6 7UB (ROOF)
ALT DESC:
OTC
LOT �S BLOCK
DESIGNER PAGE
.TDS
DATE of 4
05/15/2009
LAN# SCALE
,135425P2 1/4
MandiM2/2/2010 11:54 AM 135425P2.dwg
CARPENTER
CONTRACTORS
AMERICA.
3900 AVENUE
6, N, W.
WINTER
HAVEN FLORIDA 33880
PHONES
( 800) 959-8806
FAX;
(e63) 294-2488
BUILDER :MI HOMES
PROJECT : RIVERVIEW TOWNHOMES
MODEL :7 UNIT BLDG - ELEV. B
CCA PROJ/MODEL/ALT
.JP6 7UB (ROOF)
ALT DESC:
OTC
LOT �S BLOCK
DESIGNER PAGE
.TDS
DATE of 4
05/15/2009
LAN# SCALE
,135425P2 1/4
MandiM2/2/2010 11:54 AM 135425P2.dwg