215 Maybeck Ct 12-750 (new townhouse)R.E+ ]EVD
'D .
JAN 2 6 1012 CITY OF SANFORD
BY: BUILDING & FIRE PREVENTION
ERMIT APPLICATION
_i 97is--
1 oa
Application No: �a///,, �! /� Documented Construction Value: $
• Job Address: �! /V /q��/QGK- Historic District: Yes ❑ Nor
' Parcel ID: 2�_M-310 s /V- OW - 1 0lb— 0 Zoning:
Description of Work: AV EW TOWA1 HOUSE UNIT'
Plan Review Contact Person:1,oh Z Chill Title:
Phone: x 07- ZS7-(o %Q Fax: _400-150L- 5'73(a E-mail: �a�hn¢cl4rtci d1 G •rr CoY4
Property Owner Information
Name _1_ /TI'%�dYiuOF ORIAMDO ILC Phone: 1407-53Z C,
SI
street: SAD COLdM& ZA)7M AWY Resident of property?:
City, State zip:' l�l/h2Sr� FG 327460
Contractor Information
Name'qxrmno lam[L—y ty/Phone: 107 20- L74 0
Street: 360 Lbl0,WAG CER1 & Or -A)7 Fag: 1407-qM-573% ,,�,�,,,��AA
City, State Zip: � �/ 1i N2 State License No.: GSC M448
Architect/Engineer Information
Name: A1vrff0/ Y M & A3iW
Street: 360 CW.VlAG Camm PKWY
city, st, zip: W6- IyiM � 3274*
Phone: 407- 532-5100
Fax: 4407- ?Of -S7&
E-mail:
Bonding Company: Mortgage Lender: AVA
Address:Z_ 2E0 / 002. S/ /7 ?0 Address:
PERMIT INFORMATION
_Building Permit
• Square Footage:
No. of Dwelling Units: l
Electrical ❑
New Service - No. of AMPS:
Construction Type: No. of Stories:
Flood Zone:
Plumbing ❑
New Construction - No. of Fixtures:
Mechanical ❑ (Duct layout required for new systems) Fire Sprinkler/Alarm
40 , k 91
❑ No. of heads:
I�
FLUME
U U U
23'-0"
LEXINGTON
UNIT "Ail
I I
I I
I I
� I
I I
I I
I
12
Total Truss Quantity
�9 WALL ARE CUT BACK 4"
I FROM EDGE FOR FIRE
STOP 22'-6"
PRINCETON
UNIT
FROM EDGE FOR FIRE
STOP
I
HANGER CHART
AN= HTU 26 CSI MPS❑N)
A k= HHUS26-2 CSI MPS❑N)
WALL ARE CUT BACK 4"
FROM EDGE FOR FIRE I
22'-0" STOP
169
TH15 15 A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TKU55E5. ENGINEEKED TKU55 DRAWINGS AND ARCHITECTUKAL5 SUFEKCEDE THIS DOCUMENT.
23'-0"
LEXINGTON
UNIT "All
REFER TO ENf
PACK FOR
CONNECTION.
CJ5
O C-13
C?
--- Ln
U
C-11/ c0
U
(__)
1 1— 511
IG
21-011
TYPICAL 7SETBACK
COKNEI,5ET LABELING
AND 5PACING
Labeled End Mark
A.TrT'E TTON!
DDN'T LIFT SINGLE TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK
CONSULT BCSI -BI
30' Span r less 30' to 60
60 degrees ' Span
Spread r Bar
.f or less
1/2 t 2i3 to 1/2 _I
Ta (int r span apprvx. Ta liner span apprvx.
REFER TO BCSI -B1
Truss Aust be set this way if crane used,
Truss is an example, your truss may not match,
Insist crane operator sets truss this way,
eneral 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-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 lion -concurrent bottom chord live
load.
FLOOR LOADING SCHEDULE
TCLL - PSF
TCDL = PSF
BCDL W PSF
TOTAL = PSF
4LL REACTIONS AND UPLIFTS I
M SHOWN ON ENGINEERING.
WALL KEY
BUILDER :MI HOMES
PROJECT :RIVERVIEW TOWNHOMES
MODEL :5 UNIT BLDG — ELEV. A
CCA PROJ/MODEL/ALT
.JP6/5UA (ROOF)
ALT DESC:
OTC
LOT ll BLOCK : I
CARPENTER
L
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 :5 UNIT BLDG — ELEV. A
CCA PROJ/MODEL/ALT
.JP6/5UA (ROOF)
ALT DESC:
OTC
LOT ll BLOCK : I