2765 River Landing Dr 11-1707 (new constr)'Zv (91z. -
CITY OF SANFORD
BUILDING & FIRE PREVENTION
,PERMIT APPLICATION
Application No: _ l Documented Construction Value: $,
. Job Address:��QQ��,,,, �� �
o`�74OS" r� �Tr.L�J�L 47 4k, Historic District: Yes ❑ Now,
Parcel ID: 2b-- l 9-- 30-55yf_6WO— /;I Z t7 Zoning:
Description of Work: Tb=h6Me5
Plan Review Contact Person:
brQd UslQif1'%''(Mi'1 Title: Yp OF C,nsirlr.•M'on
Phone: L407' JbI' 51t,0 Fax: 409 - 531 5a►5'9 E-mail: bW 1A'r*=r_NPr 1i b n n. CAM
Property Owner Information
Name I NOmeS Phone: _(4O"1- 551 -151CO
Street: _SM Cbjonictl Crr%+r_r Q rlC M i ate 6100 Resident of property?:
City, State Zip:1..Qj5e MC YU. FL BA -M 1p
Contractor Information
Name Brod 1 QN_1t_MQt1 Phone: LA 61- 5S 1- 51 k4 S
Street: _sQmr— QS i�UJ(le` r Fax:
City, State Zip:
State License No.: CACMk 4449
Arch itect/E ng 1 neer Information
Name: A.C1i-L1Of1U i�0lrr'1�"'t��UC1
Street: _a 0 aatu eei-
City, St, Zip: UJB Palm aCh tloi
Phone: 5 (DI " 5ta - $g to I
Fax:
E-mail: A 4- Qrr1-AMi hoye_S�prrti
Bonding Company: Mortgage Lender:
Address: -?/!( 6 = /A 0, Address:
/G//r �VV �/, J (f eC - 00 / C Y 1 L1
/ PERMIT INFORMATION
Building Permit 1d
Square Footage:
No. of Dwelling Units:
Electrical ❑
New Service — No. of AMPS:
Construction Type: No. of Stories:
Flood Zone:
Mechanical ❑ (Duct layout required for new systems)
�T7"3
6,0
Plumbing ❑
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm ❑ No. of heads:
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-131 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 7-05 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
SHINGLE
ALL REACTIONS OVER 5000#
AND UPLIFTS OVER 1000#
ARE SHOWN ON LAYOUT.
WALL KEY
9 81-9 7/811
SEPERATIO ALL
TO ROO F DECK
LOAD DESCRIPTION INIT. DATE
R/01 CREATED FROM 6UA TJC 2/24/2010
T I T THIS DOCUMENT.
I 0 � C� l Truss ��i S S Q �:�I CJ, I� t i tT � � � T USSES. ENGINEEREC) TRUSS DRAWINGS AND ARCHITECTURALS SUPERCEDE
Y THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID 1N THE INSTALLATION OF R
im
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BUILDER :MI HOMES
PROJECT :RIVERVIEW TOWNHOMES
MODEL :7 UNIT BLDG ELEV. B
CCA PROD/MODEL/ALT
.JP6 '7UB (ROOF)
ALT DESC:
OTC
LOT 1-7e
BLOCK 7c,
DESIGNER PAGE
.TDS
DATE of 4
05 15 2009
LAN
# SCALE_
.135425P1 1 4,, I,
"i 2011 2,00
Piet 135425P1.dw
Mandy g,
CARPENTER
CONTRACTORS
OF ` AM]ERICA.
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 PROD/MODEL/ALT
.JP6 '7UB (ROOF)
ALT DESC:
OTC
LOT 1-7e
BLOCK 7c,
DESIGNER PAGE
.TDS
DATE of 4
05 15 2009
LAN
# SCALE_
.135425P1 1 4,, I,
"i 2011 2,00
Piet 135425P1.dw
Mandy g,
TRENTON ; PRINCETON ; LEXINGTON
UNIT „C„ UNIT 1911 UNIT "All
l I I
1 l I
l
To
ta� Truss Quantity Lan�i� 198
THIS 15 A TRU55 PLACEMENT PLAN, ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRU55 DRAWINGS AND ARGHITECTURAL5 5UPERCEDE THIS DOCUMENT.
Truss rust be set this way if crane used
Truss is an example, your truss may not hatch,
Insist crane operator sets truss this way,
(0�m —)
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-131 recommendation
4) permanent X -bracing should be placed at a
maximum spacing 15' Q.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 745 and maximum forces from
both components and claddings
and main wind force resisting systems.
* These trusses have been reviewed to carry an
additional 1 O# psf non -concurrent bottom chord live
load.
FLOOR LOADING SCHEDULE
TCLL PSF
TCDL PSF
BCDL — PSF
TOTAL _ PSF
ROOF DESIGNED FOR
SI -TINGLE
ALL REACTIONS. OVER 5000#
AND UPLIFTS OVER 1000#
ARE SHOWN ON LAYOUT.
WALL KEY
151-9 7/8"
5EPERATION WALL
TO ROOF DECK
BUILDER :MI HOMES
PROJECT RTVERVIEW TOWNHJVB
MODEL 7 UNIT BLDG -
CCA PROJ/MODEL/ALT
.JP6 '7UB (ROOF)
ALT DESC:
OTC
LOT ? BLOCK 1
DESIGNER PAGE
,TDS
DATE 2 f 4
05Z2009
LAN# SCALE
.13542512 1 4 10
MandiM 7 2011 2:00 PM 135425P2.dwg
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CARPENTER
CONTRACTORS
OF AMERICA.
3900' AVENUE
G. N. W,
WINTER
HAVEN FLORIDA 33880
PHONE1
( 800) 959-8806
FAX:_
(863) 294-2488
BUILDER :MI HOMES
PROJECT RTVERVIEW TOWNHJVB
MODEL 7 UNIT BLDG -
CCA PROJ/MODEL/ALT
.JP6 '7UB (ROOF)
ALT DESC:
OTC
LOT ? BLOCK 1
DESIGNER PAGE
,TDS
DATE 2 f 4
05Z2009
LAN# SCALE
.13542512 1 4 10
MandiM 7 2011 2:00 PM 135425P2.dwg
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