2783 River Landing Dr - BR11-001473 (NEW SFR) (A) WALL PARTITIONSr
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C1211,11, CITY OF SANFORD
BUILDING & FIRE PREVENTION
-;RIT APPLICATION
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A l° t' No ° j PI - � q lt5 Documented Construction Valaae�-W I, "'
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Parcel ffDo % i °� ..° 50—
'7 Zoning:
Description of Work: � ;� 1ho
Plan Review 4 °Idi ti .. i Person: , 09 t Ma nt ._ 1 Title: VP
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Name
Street: SM C�0100�Ctl CMAIICC. PIC Lunu am
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Phone: LAW -55t "" t
Resident of property`p
Contractor Information
Name X- @ a 9 O, I
Phone: t
Street: axna0� r Fax:
City, State Gip'
1111111 IN 11 111111111
Name:An+hon�AarriStreet: t9to
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Bonding Company:
Address: 3 ✓ 9 r- 04 --
Building Permit
Square Footage: 21A�
No. of :Dwelling Units: A
Electrical 11
New Service - No. of AMPS:.
State License No.: 44'
m
Fax:
Mortgage Leander -
Address:
c �=�.,:�" i• ,f ;� � 1x',' Eli;
Construction Type: �� No. of Stories:
Flood Gone:
Mechanical 0 (Duct layout required for new systems)
C).:�
' 0.
Plumbing 11
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm 0 No. of heads:
General Nates
1) All parallel chord trusses, flat trusses and flat
girders have the top chord partially pointed 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-BI 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 SCSI --B1 for any additional bracing
detains.
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 7-05 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_ DESIGNED FOR
-nINGLE
ALL REACTIONS OVER 5000#
AND UPLIFTS OVER 1000#
ARE SHOWN ON LAYOUT.
WALL , KEY
5EPERATION WALL
TO ROOF DECK
LOAD# DESCRIPTION INIT. DATE
R/Ol CREATED FROM 7UH TJC 5/19/2011
it
\..- y — 1�`rt
TNIA 15 A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID 1N THE INISTALLATION OF TRUASES. ENGINEERED TRUSS DRAWINGS AND ARCM TEGTURAL5 5UPERCEDE TNI5 DOCUMENT..
_ 'BUILDER :MI HOMES
PROJECT :RIVERVIEW TOWNHOMES
MODEL :6 UNIT BLDG - ELEV. A
CCA PROJ/MODEL/ALT
.JP6/6UA (ROOF)
ALT DESC:
OTG
LOT : C �?q BLOCK ;
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CARPENTER
CONTRACTORS
OF AMERICA.-
3900 AVENUE
G. N. W,
WINTER
.HAVEN FLORIDA 33880
PHONE
('800) 959 -8806 -
FAX:
(e63) 294-2488
_ 'BUILDER :MI HOMES
PROJECT :RIVERVIEW TOWNHOMES
MODEL :6 UNIT BLDG - ELEV. A
CCA PROJ/MODEL/ALT
.JP6/6UA (ROOF)
ALT DESC:
OTG
LOT : C �?q BLOCK ;
L
NER PAGE
DS
of415 2009
SCALE
143251 P4 1 4 °°=1'
i 2011 '.2.15 PM
143251P4.dw
Mand I�/23/ g