HomeMy WebLinkAbout2758 River Landing Dr (2)E v f, n;C ENS Cnk/
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
i
Application No: /01 7 Documented Construction Value: °
° Job Address: 2 �/Q vl by historic District: Yes ❑ Nov
® Parcel ID: - - - 0 Zoning:
Description of Work: AVFW TOWA1 HOUSE' VA; r
Plan Review Contact Person: haph i.22 C/Ailk- Title:
Phone: 4077- ZS%ie 4b Fax: I0- qOco
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Property Owner Information
Name Rt rAIrES OF OVANDO a6 Phone: 1L67-532 SIM
Street: SW CQUAP& ZA)M 2 pLOy Resident of property?
City, State Zip: blbi:E HW, FG U74
Contractor Information
Name R/£&YO / och' W1gff7NW Phone: bol- 2Q -b140
Street: 300 LbWMAb COUTDC PLOY Fax: 407-10S-97310
City, State Zip: MEE H=t Ft ZZ74(a State License No.: ac 05W8
Architect/Engineer Information
Name: 1i10tfOW HAAWWW Phone: 407- 532-5100
Street: 300 C6(401*6 CENTEr. PKWY Fag: 4P7— ?OS -S7&
City, St, Zip: G%CE• R- 3�0 E-mail:
Bonding Company: Aj1 Mortgage Lender: AVS{
Address: J?-Z(q) `:3� �G/ ; ��' cls 30 Address:
/�•�Tt GatA -2,3�� %af TO �� � �AR,�I �. � �j// '
iO PERMIT INFORMATION
Building Permit hr
Square Footage: 174PO Construction Type: No. of Stories:
No. of Dwelling Units: i Flood Zone:
Electrical ❑
New Service - No. of AMPS:
Mechanical ❑ (Duct layout required for new systems)
Plumbing ❑
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm ❑ No. of heads:
Contact : DAPHNE CLARK
(407) 257-6940
daphneclarkinc@cfl.rr.com
PARTITION WALL PROFILES
Tota� Truss Quantity = 181.
TH15 15 A TRU55 PLACEMENT PLAN. IT5 INTENDED TO AID IN THE INSTALLATION OF TRU55E5. ENGINEERED TRU55 DRAWING5 AND ARCHITECTURAL5 5UPERCEDE TH15 DOCUMENT.
OFFICE
11 F
PEm
Labeled End Mark
Z/—
ATTENTION! -q4"
DON'T LIFT SINGLE TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK
CONSULT BCSI -H1
30' Span or less 30' . 60' Span
Sprer Bar
60 degrees
or less
2/3to 1/2 I
T0. line rspan appr....' T0. liner span approx.
REFER TO BCSI -B1
Truss must be set this way if crane used,
Truss is an example, your truss may not match,
Insist crane operator sets truss this way.
1
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 SCSI—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—B1 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 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 7-65 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
kh-
ROOF DESIGNED FOR
SHINGLE
ALL REACTIONS OVER 5000#
AND UPLIFTS OVER 1000#
ARE SHOWN ON LAYOUT.
WALL KEY
81-9 7/811
5EPFRRATION WALL
BUILDER :MI HOMES
PROJECT :RIVERVIEW TOWNHOMES
MODEL :6 UNIT BLDG — ELEV. A
CCA PROJ/MODEL/ALT
.JP6/6PA (ROOF)
ALT DESC:
OTC
LOTI93 BLOCK �y�f
DESIGNER PAGE
.TDs
DATE
05/15/2009 4°f 4
LAN# SCALE
.143424P4 1/4 )p 11=1'
CARPENTER
CONTRACTORS
OF AMERICA
3900 AVENUE
G. N. W.
WINTER
HAVEN FLORIDA 33880
PHONE:
( 800) 959-8806
FAX:
( 863) 294-2488
BUILDER :MI HOMES
PROJECT :RIVERVIEW TOWNHOMES
MODEL :6 UNIT BLDG — ELEV. A
CCA PROJ/MODEL/ALT
.JP6/6PA (ROOF)
ALT DESC:
OTC
LOTI93 BLOCK �y�f
DESIGNER PAGE
.TDs
DATE
05/15/2009 4°f 4
LAN# SCALE
.143424P4 1/4 )p 11=1'