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Fetterville Sales
Maestro
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Posy Barns,Garage a O¢ctcs
FOR: CONTACT: CONSTRUCTION: Post Frame
Town Of Southold Brian Smith DIMENSIONS: 30'X 40'X 16'
275 Peconic Lane 245 Fetterville Rd
Peconic, NY 11958 East Earl, PA 17519
631.765.1560 1-800-331-1875
SPECIFICATIONS FOR 30'X 40'X 16'POST FRAME PACKAGE:
• MATERIAL PACKAGE
. Pre-Engineered Wood Trusses(4/12 Pitch,4'01C)
• 6 x 6 Treated Eave Posts (8' O/C)
• 6 x 6 Treated Gable Posts(10' O/C)
• 2 x 6 Treated Skirt Boards(1 Row)
• 2 x 4 Wall Girls(24"O/C) and Roof Purlins (24"O/C)
• 2 x 10 Double Top Girt Truss Carrier
• 1/4"Solex Insulation on Roof
• Lite Stone Grandrib 3 Steel Siding
• Evergreen Grandrib 3 Steel Roof
• Two Bags of Concrete Mix per Post Hole
• DOORS&WINDOWS
• One 10 X 8 Overhead Ins. Std.Trk.
• One 16 X 14 Overhead Ins. Std. Trk.
• Two 3068 Flush Entry Doors
• Four Generic 3'x 4' Double Hung Windows
• 12"OVERHANG ON ALL SIDES WIPERFORATED ALUM.SOFFIT
• FASTENERS
• 1 In. Siding Screws for Steel Wall Panels
. 1 1/2 In. Roofing Screws for Steel Roof Panels
• 4 In. GRK RSSTm Structural Screws for Truss Carriers
• Galvanized Steel Framing Nails
• DETAILED BUILDING PLANS
THIS BUILDING MEETS OR EXCEEDS THE 2009 IBC
- --- BUILDING CODE FOR_POST_FRAME_CONSTRUC[ION
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NUMBER: 1067 :� :Q y. G.*
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ft4USR.PLACARDINGREQUIRED °°°°'a9,�Fss;oN,o�.��`�
POLE LAYOUT (atisCtitrCCu:n-
Maestro
L'0rma0rtp°oReraro
Personal Use,1200 sq.ft.
Eave 1
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1110
1/2"
s
4'5 1/211 k8'2 3/4" 8' -��--4' 10,
w 3/0 STEEL 3 X 4/0 DOUBLE HUNG 3/0 X 4/0 DOUBLE HUNG I 10'x 8'
FLUSH 3 W/SCRNS&GRILLES INS W/SCRNS&GRILLES I Overhead DoorLj I
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7'10 1/2" 8' )k 8' 8' 7'10 11Z'
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Eave 2
39'9" ^m•' �• c;
40'
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FESSIONP
Town OF Southold:
Estimate Number.1067
2/6/2015
s CROSS SECTION DETAIL
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23 in.
PURLINS: 2 X 4 CONSTRUCTION GRADE FASTENED 24 in.
LAYING FLAT _
SUB FACIA: 2 X 6 CONSTRUCTION GRADE
FACIA COVERING: 6 IN X 12 FT 6 IN ALUMINUM
FACIA 24 in.
UNDEREAVE: 12 IN X 12 FT ALUMINUM PERFORATED 16 FT.
SOFFIT
24 in.
INTERIOR FINISHED FLOOR HT. WILL BE 11/2 in. —
BELOW THE TOP OF THE SKIRT BOARD
OPTIONAL: 4 IN. CONCRETE FLOOR -3500 P.S.I.
UNDISTURBED SOIL OR COMPACTED SAND FILL 24 in.
ASSUMED SOIL BEARING PRESSURE 2000 PSI —
18 IN.WIDE X 8 IN.THICK PIER FOOTING USING
CONCRETE 4000 PSI OR GREATER 24 in.
EXTERIOR SKIRT BOARD:TREATED 2X6
4/12 PITCH TRUSS SYSTEM WITH A STANDARD HEEL 24 in.
(HEEL HEIGHT: 0=5-12 OR 5 3/4 IN.) / +
TRUSS SPACING: 48 IN.O.C. I
TRUSS LOADING INFORMATION: 24 in.
TCLL/TCDL/BCLL/BCDL 30-5-0-5
TOTAL TRUSS LOADING =40 P.S.F. 2 11/16 in.
BRACE PER TRUSS MANUFACTURER'S
RECOMMENDATIONS 1r r■' ;1
.
42 in.
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B in. •1
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2 GABLE2 CROSS SECTION
ROOF LAYER 1: 1/4 IN MICROFOIL INSULATION 1/4 IN
X 48 IN X 125 FT
ROOF LAYER 2: EVERGREEN ALUTUFF STEEL PANEL
237/16
PURLINS: 2 X 4 CONSTRUCTION GRADE FASTENED 24 in.
LAYING FLAT
SUB FACIA: 2 X 6 CONSTRUCTION GRADE
FACIA COVERING:AMERIMAX BRITE WHITE 6 IN X 12
FT 6 IN ALUMINUM FACIA 24 in.
UNDEREAVE: AMERIMAX BRITE WHITE 12 IN X 12 FT 192 in.
ALUMINUM SOLID SOFFIT
24 in.
CORNER POSTS:TREATED 6 X 6 190 in. 190 1/2 in.
INTERMEDIATE POSTS:TREATED 6 X 6 SPACING 8 FT
O.C. 24 in.
EXTERIOR CARRIER: CONSTRUCTION GRADE 2 X 10
INTERIOR CARRIER: CONSTRUCTION GRADE 2 X 10
EXTERIOR WALL GIRTS: CONSTRUCTION GRADE 2 X 4 24 in.
WALL LAYER 1: LITE STONE ALUTUFF STEEL PANEL
EXTERIOR SKIRT BOARD:TREATED 2 X 6
24 in.
SIDING BEGINS 2 5/8 IN. BELOW THE TOP OF SKIRT _
BOARD /
EARTH GRADE BEGINS 5 1/4 IN. BELOW THE TOP OF 231/16
SKIRT BOARDj-
2 11/16 in. .
�- •; r.
4/12 PITCH TRUSS SYSTEM WITH A STANDARD HEEL f r•
(HEEL HEIGHT: 0-5-12 OR 5 3/4 IN.) j r;• a
TRUSS SPACING: 48 IN.O.C. 42 in. ,~'.r r f
TRUSS LOADING INFORMATION: j r • • • • .
TCLL/TCDL/BCLL/BCDL 30-5-0-5 8 in .1
TOTAL TRUSS LOADING = 40 P.S.F. . _ . _ - - - . . . . . . . . . . . . . . J
BRACE PER TRUSS MANUFACTURER'S 18 in.
RECOMMENDATIONS
INTERIOR FINISHED FLOOR HT.WILL BE 11/2 in.
BELOW THE TOP OF THE SKIRT BOARD
4 IN.CONCRETE FLOOR W/STRUCTURAL STRENGTH-
3500 P.S.I.
UNDISTURBED SOIL OR COMPACTED SAND FILL
BACKFILL HOLE WITH SAND/GRAVEL FILL&COMPACT
18 IN.WIDE X 8 IN.THICK PIER FOOTING USING REDI-
MIX CONCRETE
WITH MINUMUM STRENGTH/2500 P.S.I.
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Overhang Detail
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29 Gauge Painted Steel Roofing
1/4 in x 48 In x 125 ft Insulation
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Metal Drip r
Edge
Facia _ =
Board adaM�+
Cover —' 33 pp�dP .' 1-H10A Hurricane Ile Each Truss End
��itAF�14'�#•I
4:t1 f yj
F&3Trim
3 S i 2 x 10#2 Southern Yellow Pine
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N1�hy TRUSS SUPPORT NOTES:
12 In. *All 2x10 truss supports to be connected via
#¢4; 4-4"x 5/16"GRK RSSTm Structural Screws
per connection,see spec sheet.
+ 3Ik diz *2 Ply 1 3l4"x 91/4"LVL Beams to be used
over 10'wide opening/door on eave side 1.
*All LVL Beams to be connected via -
t
5-4"x 5/16"GRK RSSTm Structural Screws
per connection,see spec sheet.
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6 x 6 Treated(UC4B)
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29 Gauge Painted Steel Siding
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Town Of Southold ��;ESS tONP;
Estimate Number:1067
2/6/2015
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