HomeMy WebLinkAbout2776 River Landing Dr (2)FJUN
CEIVES
c"Ict
07 2091
CITY OF SANFORD
BUILDING & FIRE PREVENTION
ERMIT APPLICATION
/192 09/-Z l�
Application No: I ' (D Documented Construction ValueLi, .!lam
Job Address: -nJHistoric District: Yes ❑ No
Parcel ID: a (A_ 19 " 30' 6!5 Y -0000'- 13&49 Zoning:
Description of Work: T 1 (lhMeFS
Plan Review Contact Person: brQd U i Qh±( QQ Title: VP ac
Phone: u0`1-531- 15100 Fax: 401- 531- 5x58 E-mail:DW A1r*Mr'1Pmi hm)&5. cc
Property Owner Information
Name ('t1I 1140 YteS Phone: L401-551-5100
Street: AM C010niat.l Center E►f ILLML1 &C a00 Resident of property?
City, State Zip: L_Q M�ieMON. 1 l -L 3a1410
a Contractor Information
Name ood Ulf %QY1'rM0 1 Phone: LAO -1- 531 ' 51.15
Street: Same Q5 flet- Fax:
City, State Zip: State License No.: CAC05% EN'S
Architect/Engineer Information
Name: AM-hWLA A0 -f d 0QM Phone: 15w 5t01 - 31? to I
Street: a110 aqt1 5Teei- Fax:
City, St, Zip: 00 -fl' Palm [=Vjj FE401 E-mail: Ad-�ICYi[�QirCY1R9DMih�r�S.COrY1
Bonding Company: Mortgage Lender:
Address: / / 91a -=-01c 3,?DO ddress:
FNi yo .23 GeAr /?3
�r/ P-ERM1T INFORMATION
Building Permit nd Q
Square Footage: 0 / Construction Type: No. of Stories: oZ
No. of Dwelling Units: Flood Zone:
Electrical ❑ Plumbing ❑
New Service — No. of AMPS: New Construction - No. of Fixtures:
Mechanical ❑ (Duct layout required for new systems) Fire Sprinkler/Alarm ❑ No. of heads:
bo�o; 7>�. 3�
General Notes
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-131 recommendation
4) permanent X -bracing should be placed at a
maximum spacing 15' O.C. across the spon, to
be repeated at a maximum of 20' between each
X -brace throughout the structure,
Pleaserefer 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
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
WALL KEY
181-9 /511
5EPERATION WALL
TO ROOF DECK
�o-�russ u o, n
I
TI115 15 A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAININ
GS AND ARCHITECTURALS SUPERCEDE TH 5 DOCUMENT.
CUMENT.
e
BUILDER' :MI HOMES
PROJECT :RIVERVIEW TOWNHOMES
MODEL :7 UNIT BLDG ELEV. B
CCA PROJ/MODEL/ALT
.JP6 7UB (ROOF)
ALT DESC:
OTC
LOT : t cla. BLOCK : 1
DESIGNER PAGE
.TDS
DATE of 4
05 15 2009 1
LAN# SCALE
.135425P1 1 4"=`
Mandii�/2/�011 2:09 PM 1354�5f'l.dwg
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 :7 UNIT BLDG ELEV. B
CCA PROJ/MODEL/ALT
.JP6 7UB (ROOF)
ALT DESC:
OTC
LOT : t cla. BLOCK : 1
DESIGNER PAGE
.TDS
DATE of 4
05 15 2009 1
LAN# SCALE
.135425P1 1 4"=`
Mandii�/2/�011 2:09 PM 1354�5f'l.dwg