HomeMy WebLinkAbout0182 OST.-W.BARN. RD - PLANS 7-.7
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MORTON BUILDINGS GENERAL SPECIFICATIONS
LAMINATED COLUMNS No. 1 or better southern yellow pine nail laminated 3 member S4S columns
• used in Morton Buildings are pressure treated below grade to a retention of .8 pounds per cubic
foot with Chromated Copper Arsenate Type III , Oxide type, as listed in Federal Specification
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TT-W-571J. The treated portion of the column embedded in ground shall be laminated with ::: *.::.. ......... ....
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stainless steel nails.
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FOOTINGS AND ANCHORAGE Column holes are dug 4 feet min. depth below grade and ready-mix concrete
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pads or dry concrete mix pads are poured in place (note plans for size & type) . Two galvanized
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Additional concrete 7 T'S
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steel angle base anchors are placed 1" from bottom of column. mix is poured
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around base of column then backfilled with soil and compacted at 8" intervals.
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SPLASII ')OARDS Splashboards are No. 2 or better southern yellow pine 2"x8 S2S and center matched,
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pressure treated to a net retention of .4 pounds per cubic foot with Chromated Copper Arsenate
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Type Ill , Oxide type, in accordance with American Wood Preservers' Association Specification C2. Nl
One row is furnished for building on a level grade.
FRAMING LUMBER Side nailers are 2"0" S4S SPF 2100 MSR spaced approximately 30" O.C. with all
joints staggered at attachment to columns. Roof purlins are 2"x4" S4S No. 2 SPF or better on
edge spaced approximately 20" O.C. All other framing lumber is standard grade or better.
ROOF TRUSSES - Factory assembled with 18 or 20 gauge galvanized steel truss plates as required
and graded kiln dried lumber as specified. In-plant quality control inspection is conducted
under the auspices of the TPI inspection bureau. Trusses are designed in accordance Jth current
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standards and specifications for the stated loading. S E E T I hereby certify that this plan and
BRACING - 0.035"x1-1/4" high tensile steel construction X-bracing in all unobstructed corners. ON specification was prepared by Fie oi-
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Linder my direct personal supervision wo E C1 P T
Lateral truss ties and end bracing as needed. and that I an, a duly registei—ed Professional -Engineer and competent
SIDING PANELS - 0.019" min. , G90 zinc galvanized steel with an additional baked-on Kynar 500 1 � OF4 SIP19--C IFICA TIOW-3 d SHEET INDEX to prepare this docui-i',2rit.
_finish. Color is 1 mil thick on exterior. (Kynar 500 is a registered trademark of Pennwalt Corp. ) 2 of 'L�l COLUMN PLAN & ELEVATIONS
ROOFING PANELS (PLASTISOL) - 0.019" min. , G90 zinc galvanized steel . The top side of the panel DATE REG. N0_
3 OF 4 SECTIONS a DE TA I L S
shall have a baked-on plastisol coat with a minimum paint thickness of 4 mils. 4 OF 4 TPUSS DPAIVING
TRIM - Die-formed trim of 0.019" min. , G90 galvanized steel on gables, ridges, corners, base,
windows and doors with same paint finish as roofing and siding panels.
GUTTERS - 5" box type gutters, color to match trim, on both sides of the building.
HEATING,_ PLU11BING, VENTILATION, AND ELECTRICAL WORK By others, not pt of these plans.
NOTE: MORTON BUILDINGS GENERAL SPECIFICATIONS apply unless indicated differently on specific
job drawings or supplemental information.
335 PL/KY 5-88
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12 7#16 GABLE TRIM
5" O.G.GUTTERS 3�
❑ I� T#21 CORNER TRIM
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T#6�> BASE TRIM E-i
SOUTH WEST ELEVATION SOUTH EAST ELEVATION M
4 �� T#16 GABLE TRIM
3
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T#21 CORNER TRIM
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NORTH EAST ELEVATION _ NORTH WEST ELEVATION
1'-10" 1'-2 1/2' 2'-4 1/2"
11'-10" 7'-6" 7'-6" 7'-6"�
14'-10 1/2"—' 39'-9"
13'-8" 1,2'-4 1/2" 29'-10 1/2" 37'-4 1 2" i
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— 3 3 o COLUMN PLAN LEGEND
N 1 n— 3--2"x6" LAMINATED COLUMN LOC.
'~ a— HEADERED TRUSS LOC.
El— (2) 3068 S-300 ALUMINUM 9—LITE, WALK DOORS.
�— (4) 4030 DOUBLE PANE SLIDING WINDOWS.
0 Q— (2) 12'x8' STEEL INSULATED OVERHEAD DOORS.
COMPLETE BLDG. INSULATED W/ 1/2" THERMAX.
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39'—9
7'-4 1/2" 114'-10 1 2"122'-4 1/2" 129'-10 1/2"137'-4 1/2" 1'—O" OVERHANG (SIDES VENTED)
2'—4 1/2
7'-4 1/2" 4 BAYS @ 7-6" O.C. EACH = 30'-0"
39'-91,
DRAWN BY: DATE:
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OFFICE
SHEETCH KED BY: DATE: F �. � SHEET NO.
DATE: G' r b _ / � r .; c ,- _; ,SOB NO. � 2 . of
. REVISED BY: / ! - l.: ._. -._,
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PLASTISOL HI-RIB STEEL
. 2 x4 PURLINS 2oir O.C.
(2) 1/2% 5�2 M. BOLTS S.C. 'TRUSS
2"x4" BEV. PURLIN
5" O.G. GUTTERS �
2"x6" BEV. FASCIA S.C. TRUSS t
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T#144 & T#.146 FASCIA COVER
PRECUT SOFFIT i
( Z) 1/2"x5-1/2" M. BOLTS & --S) 2°'x STUB COLUMN
2"x6" OVERHANG NAILER (4 ) 20d R.S. NAILS --
HI-RIB STEEL(Kv-ARC
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�p.Y Y t�'rfR.f p{p {e}4 [s{ MULE
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/z �a azmr 3-2"x6" LAMINATED COLUMN = '��
14VkDER S�Ti1Q• JAA`
(3) ROWS 2"x4" NAI LERS 2"x6" BLOCK 1 fERE C®lUI C( .UPuY
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GRADE TO HEEL
SIDEW L L S CTIDIV /14', IiosES:
lc�c� MPH WIND LOAD 2"93" JAMB (BEYOND) � ,, .> 1 . Numbers above are 20d A.S.
JAMB COLUMN (BEYOND)
�" required per connection,
(3) 2 j
i �e 2. Pre-drill headers as re-
2 x6 BLOCK (•.�YOND} quired to prevent splitting. j
PROTECTIVE LINER ! .01
1, if ncuber of nalls required
for header to jamb cold
T#�BASE TRIM & FILLER STRIP
connection is excessive to ,
_ cause splitting, the excess
( 1 ROWS 2"x8" SPLASHBOARD nails may b Installed in 4
( ) header support blocking. I
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NOTE:
CORNER AND ENDWALL. COLWINS TO HAVE 15"
DIA. Fl"GS. l / (?) 50r BAG SACKRETE � �5 DER
' HOLE AND p I DER i
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(1) 5OUBAG SACKRETE WHEN SETTING COLUMNS
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4611 BASE ANCHORS
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I )50# BAG, SACKRETE '
IN HOLE
AND ( ► )50# BAG, SACKRETE
WHEN SETTING COLUMNS.
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YYPICAL LUMBER SPEC S
IRATERIAL GRADE 3 SPECIES DESIGN VALUE Fb `
bS 2x10 2x12 1 S Y P 1600 PSI
Columnso. 1 SYP 1700 PSI
2x6 No. 2 & Better S.P.F . 675 PSI
2r4 No. 2 & Better S.P.F . 1000 PSI
Micro-Lam --------- 2800 PSI
Glu-L"im --------- 2400 PSI
HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS.
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DATE: . . .10�_. d
."A',`@'��i+'£A,'E1S: .. -. .. _ - .. .-.. ,-. .. -.... •.. •. ...• ..--.*,.•.•..o.,......,Y ....52]Qmm"'.S-i:"3'RBE�'02i'u":�`a1 Y2."�R3Y'RxxsRdG�.ks.ID6i.w?:,i.`SS'.CKY.'S�3TA^J.:."ffi13RA?LS}.a•Y ^sl�,eil',^•.�••:u'Y.:AL901_. Ef' 4LM'.'�T@AS:t�.9 s'.4:,� .' C"�'btF:iS.:"I:?.L^Ti:}L'C.•.Dui'ffi.�F:.'%'bis�7riL:F.Cil3-.:.i„T._:LiT:'dL'i6R'" /
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TRUSS SPACING �'-�" O.C.
LIVE LOAD 25- P S F
DEAD LOAD 4- PSF
CEILING LOAD -PSF
TOTAL LOAD 2' P S F
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NOTE : WEBS ARE 2X4 ' S EXCEPT MERE NOTED
RAFTER LENGTH- 12 ' 2'-7/ 8 "
LUMBER STRESSES TOP CHORD NO . 1
LOWER CHORD 1950 MSR
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11x13 PL .
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6x10 PL . 2 k
2�� 3 12 - 3 - 2-16x8 PL . 18 GA .
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16x9 PL . WEB #3 3x5 PL . 18 GA .
18 GA . 1 WEB #1 WEB #2 4 ...... 13x8 -PL.
4 ' 3--1 �8 "
WEB #4 •.
2 x 4 S- 8.--7
l 9x11 PL . �. 6x10 PL .
4 7 6 2,V B 5 LOWER CHORD 15i 1 l2 "
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CA)ZER AT CENTERLINES 2 ' 10-5/1611
1l2 " 6 ' 5-9 16 " l
11 ' 10-1 /2 "
TRUS.`i DESIGN SPECIFICATION: t
Truss has been designed by computer using the Purdue a
Plane Structures Analyzer IAW current standards and
specifications of recognized engineering principles.
Output data will be provided upon request.
LUMBER SPECIFICATION (1982 NDS for Wood Construction) :
Lower Chord -- 1950f - 1.5E MSR -Southern Pine '
Top Chord ---- No. 1 K.D. - 15 Southern Pine 2�i' N 1�a1Vtl'Jio S.C. TRUSS
Members -- No. 1 K.D. - 15 Southern Pine
TRUSS PLATE SPECIFICATION (ICBO Evaluation Report No. 2929) :
ASTM A-446, Grade A 20 Ga. and 18 Ga. where noted,
galvanized steel Morton truss plates identified by a
hexagon stamped every 1-1/4" along the center of the plate.
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DRAWN BY: J C r
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OFFICE
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CHECKED BY: DATE: .: JOB NO. — L� �f. �
REVISED BY: DATE:
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C1�T E¢ OQ`
No 5UFN
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0 / AGNES LEWIS A. SOUSA MELBOURNE , JR . & CAROL NICKERSON MANUEL �
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