HomeMy WebLinkAbout03-19P_SUSAN SACZAWA_SOUTH WINDSOROFFICE:
WESTFIELD, MA
JOB NO.
115-2960
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
TT—W-571J. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND SHALL BE LAMINATED WITH
STAINLESS STEEL NAILS,
FOOTINGS AND ANCHORAGE — COLUMN HOLES ARE DUG 4 FEET DEEP MIN. DEPTH BELOW GRADE AND READY —
MIX CONCRETE OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR SIZE & TYPE). TWO
GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN OR 1 /2" GALVANIZED ROD PLACED
2 1/2" FROM BOTTOM OF COLUMN. ADDITIONAL CONCRETE MIX IS PLACED AROUND BASE OF COLUMN
THEN BACKFILLED WITH SOIL COMPACTED AT 8" INTERVALS.
SPLASHBOARDS — SPLASHBOARDS ARE NO. 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S2S AND CENTER
MATCHED, PRESSURE TREATED TO NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER
ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION
C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE.
FRAMING LUMBER — SIDE NAILERS ARE 2%4" S4S SPF W/2%3" STIFFENER, 2-2%4" L—NAILERS SPACED
APPROXIMATELY 30" O.C. OR 2"x6" NAILERS APPROXIMATELY 24" O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT
TO COLUMNS, ROOF PURLINS ARE 2%6" S4S NO, 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL
OTHER FRAMING LUMBER IS NO. 2 OR BETTER.
ROOF TRUSSES/PLATED RAFTERS — FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS
REQUIRED AND 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 WITH
CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. PLATED RAFTERS ARE NO. 1 SOUTHERN
YELLOW PINE.
_SIDING PANELS (KYNAR 500/HYLAR 5000J — 0.019" MIN., G90 GALVANIZED OR AZ55
GALVALUME, WITH AN ADDITIONAL BAKED -ON KYNAR 500/HYLAR 5000 FINISH WITH
A NOMINAL 1 MIL PAINT THICKNESS ON EXTERIOR.
ROOFING PANELS (FLUORQFLEX 2000 (W - 0.019" MIN,, AZ55 GALVALUME WITH AN
ADDITIONAL BAKED -ON THICK POLYURETHANE PRIMER AND KYNAR 500/HYLAR 5000 TOPCOAT
WITH A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS ON EXTERIOR.
TRIM — DIE —FORMED TRIM OF 0,019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL
ON GABLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS
ROOFING OR SIDING PANELS.
GUTTERS — 5" K—STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 5000
FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING.
ADDITIONAL NOTES
1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART
OF THESE DRAWINGS,
2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED
BY OWNER. STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY
ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS.
3,) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES
AS REQUIRED FOR WALL AND CEILING FINISHES.
4,) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC
JOB DRAWINGS OR SUPPLEMENTAL INFORMATION,
5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR
5000 IS A TRADEMARK OF AUSIMONT, USA.
CS2x6FK 10-00
RECEIVED
MAR 2 8 2003
SOUTH WINDSOR PLANNfNG DEPT,
BUILDING
DESIGN CRITERIA
USE GROUP
U
CONSTRUCTION TYPE
5B
LIVE ROOF LOAD DESIGN
30 PSF
WIND LOAD
80 MPH EXP, C
FLOOR AREA
4,320 SQ. FT.
SHEET
INDEX
SHEET
#
DESCRIPTION
1
OF
5
SPECIFICATIONS & SHEET INDEX
2
OF
5
COLUMN PLAN
3
OF
5
ELEVATIONS
4
OF
5
SECTION & DETAIL
5
OF
5
SECTIONS
TYPICAL LUMBER SPECIFICATIONS — 1997 NDS
SIZE
DESCRIPTION
BENDING VALUE Fb
211x4"
NO.1&2 SPF
1313 PSI
2"x4"
2100f MSR SPF
2100 PSI
2"x6"
NO.1&2 SPF
1138 PSI
2"x6"
NO. 1 SYP
1650 PSI
2"x8"
NO. 1 SYP
1500 PSI
2"x10"
NO. 1 SYP
1300 PSI
2"x12"
NO. 1 SYP
1250 PSI
ALL
1950f MSR SYP
1950 PSI
1 1 2%16"
LAMINATED VENEER LUMBER
2800 PSI
3 1 2%15"
GLU-LAM
1650 PSI
5 1 4"x16 1 2"
GLU-LAM
2400 PSI
5 1 4%19 1 2"
GLU-LAM
2400 PSI
NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS,
I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR
THIS BUILDING WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY LICENSED%`,,`
REGISTERED PROFESSIONAL ENGINEER.�,��• m�:;°
RONAED L. SUTTON, `P.I
MICHAEL L. McCORMICK
DATE: 03 REG.
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DRAWN BY:
EH840
DATE:
2-17-03
CHECKED BY:
DON T.
DATE:
3-10-03
REVISED DATE:
REVISED DATE:
REVISED DATE:
REVISED DATE:
SCALE:
SHEET NO.
1 OF 5
OFFICE:
WESTFIELD, MA
LJON0.
115-2960
35'-9"
23'- 7 1/2'
12'-1 1/2"
0'-0"
COLUMN PLAN LEGEND
o -
3-2"x6" LAMINATED COLUMN LOCATION
0 -
3-2"x6" LAMINATED STUB COLUMN LOCATION
■ -
HEADERED RAFTER LOCATION
0 -
(22) 4030 HAYFIELD SLIDING WINDOWS W/PIPE SECTIONS
& SCREENS
-
(2) 12'x10' DIAMOND 'M' DOUBLE SLIDING END DOOR W/GLASS
�-
20'x9'-8 1/2" ALUMASTEEL DOUBLE SLIDING SIDE DOORS
-
(2) 2'-6"x2'-6" CUPOLAS W/FANS
-
1/2" HEAVY DUTY THERMAX IN ROOF ONLY
18"o -
18" DIAMETER FOOTING WITH
8" THICK READI-MIX CONCRETE PAD.
- -
PLACE A MINIMUM OF 8" READI-MIX
CONCRETE AROUND COLUMNS WHEN
SETTING.
- -
20"0 -
20" DIAMETER FOOTING WITH
8" THICK READI-MIX CONCRETE PAD.
PLACE A MINIMUM OF 8" READI-MIX
CONCRETE AROUND COLUMNS WHEN
SETTING,
ROUGH OPENING SCHEDULE
UNIT SYMBOL
WIDTH
HEIGHT
FROM LEGEND
0
521 4"
33 5 8"
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0 0 0 0 0 0 0 0 0 0 0
o"
COLUMN PLAN
VALL OVERHANGS
N-VENTED
OVERHANGS
35'-9"
23'-7 1/2"
12'-1 1/2"
0'-0"
Raw
DRAWN BY: EH840
DATE: 2-17-03
CHECKED BY:
DATE:
REVISED DATE:
REVISED DATE:
REVISED DATE:
REVISED DATE:
SCALE: AS NOTED
SHEET NO.
2 OF 5
OFFICE:
WESTFIELD, MA
JOB NQ.
115-2960
30'-0"
WEST ELEVATION
60'-0"
SOUTH ELEVATION
HI -RIB STEEL
T#21 CORNER TRIM
T#167 TRANSITION TRIM
HI -RIB STEEL WAINSCOT
T#21 CORNER TRIM
T#167 BASE TRIM
NORTH ELEVATION
30'-0"
n rr rr__n rC rr ^1 IM/11 A
EAST ELEVATION
nrG"..7 rG r. rN 10ni A
5" O.G. GUTTERS
HI -RIB STEEL
T#21 CORNER TRIM
T#167 TRANSITION TRIM
HI -RIB STEEL WAINSCOT
T#21 CORNER TRIM
T#167 BASE TRIM
HI -RIB STEEL
T#21 CORNER TRIM
T#167 TRANSITION TRIM
HI -RIB STEEL WAINSCOT
T#21 CORNER TRIM
T#167 BASE TRIM
5" O.G. GUTTERS
HI -RIB STEEL
T#21 CORNER TRIM
T#167 TRANSITION TRIM
HI -RIB STEEL WAINSCOT
T#21 CORNER TRIM
T#167 BASE TRIM
2' 8'
SCALE:
1 ' 4' 16'
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DRAWN BY: EH840
DATE: 2-17-03
CHECKED BY:
DATE:
REVISED DATE:
REVISED DATE:
REVISED DATE:
REVISED DATE:
Wi
(SCALE: AS NOTED
SHEET NO.
3 OF 5
1 /2" H.D.
2"x
2"x6" BE)
5" 0.G
T
SOFFi
2
2' ADDL
GRAD
12'-1 1 /2"
*NOTE: (1) ALL SIDEWALL COLUMNS ARE SET STANDARD DEPTH AND ALL SPLICE
CUTS ARE STANDARD. THE PARTS OF THE COLUMNS EXTENDING ABOVE
THE TOP OF THE HEEL MUST BE TRIMMED.
(2) THE CENTER ROW OF COLUMNS ARE SENT 1'6" LONGER AND SET STANDARD DEPTH.
THE LOWEST SPLICE CUT IS 36" ABOVE GRADE.
SIDEWALL SECTION A -A
SCALE: 1/2" = 1'-0" 80 MPH WIND LOAD
11'-6"
.rOFFICE:
—WESTFIELD. MA
JCB N0.
115-2960
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DRAWN BY: EH840
DATE: 2-17-03
CHECKED BY:
DATE:
REVISED DATE:
REVISED DATE:
REVISED DATE:
REVISED DATE:
SCALE: AS NOTED
SHEET NO.
4 of 5
OFFICE:
WESTFIELD, MA
JOt3 N0.
115-2960
2"x10"/2"x$" PLATED RAFTER
(N0, 1 SYP)
2"x6" PURLIN WITHOUT CLIPS
6" MESH —�
(2)1 1 /2"x16" LVL
HEADER (2800fb)
2"x4" OVERHANG NAILER —� ' I o
2"x12" HEADER (N0. 1 SYP)
T#71 TRACK COVER
51 M TRACK
3"x4" TRACK BOARD �
1 1 /2"x2" BLOCK �
T#74 TRACKBOARD TRIM
�,. I �.
9'-8 1 /2" T#25 JAMB FLASHING —� -}-�-L
GRADE TO BOTTOM 2"x3" JAMB BEYOND----"--I---�/,�—
OF TRACK GIRT
NOTE; NAIL 2"x12" HEADER TO BEAM
W/ 20d GUN NAILS 4" O.C. STAGGERED
SLIDING DOOR HEADE
KYNAR HI -RIB STEEL
T#71 TRACK COVER
51 M TRACK
3"x4" TRACK BOARD
1 1 /2"x2" BLOCK & T#74
T#23 JAMB TRIM
2"x3" JAMB
- 334E TRUSS HANGER W/
3 1 /2"
(1) 1/2"x2 1/2" M. BOLT &
(14) 1 1/2" R.S. NAILS
-2"x4" OR WIDER SHIM
(N0. 1 SYP)
3-2"x6" JAMB COLUMN
BEYOND W/ADD'L 2"x6"
TR, LAMINATE FOR HEADER
SUPPORT
NOTE; DOOR HEIGHT 3-1/2"
LESS
THAN HEEL HEIGHT.
�" UPRIGHT
10" TRACK GIRT
0"
ADE
2"x6" JAMB COLUMN
SON D
SLIDING DOOR HEADER SECTION C-C
SCALE: 1 " = 1'-0"
NAIL 2"x12" GIRT TO
BEAM WITH 20d GUN
4" O.C. STAGGERED,
(10;
liV I I fVC/1 I GL/ LFIMIIVH I C
OFF AT BEAM HEIGHT
INSIDE VIEW
OUTSIDE VIEW
Q
Q
N
HEADERS (Q
I
NOTCH 2"x12" TRACK Q
GIRT FOR 5L LVL BEAM �
HANGER (APPROX, 1/8" DEEP} �
"x5 1 /2" M. BOLTS
* NOTE: VIEWS ARE SHOWN WITHOUT OVERHANGS.
1 1 /2"x16" L.V.L. BEAM JAMB DETAI L
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DRAWN BY:
EH840
DATE:
2-17-03
CHECKED BY:
DATE:
REVISED DATE:
REVISED DATE:
REVISED DATE:
REVISED DATE:
SCALE: AS NOTED
SHEET N0.
5 of 5
OFFICE:
WESTFIELD, MA
JOB NO.
115-2961
0
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 TT-W-571 J, THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND
SHALL BE LAMINATED WITH STAINLESS STEEL NAILS.
FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG 4 FEET DEEP MIN. DEPTH BELOW GRADE AND
READY -MIX CONCRETE PADS OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR
SIZE & TYPE). TWO GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN
OR 1/2" GALVANIZED STEEL ROD PLACED 2 1/2" FROM BOTTOM OF COLUMN. ADDITIONAL CONCRETE
MIX IS PLACED AROUND BASE OF COLUMN THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS.
SPLASHBOARDS - SPLASHBOARDS ARE NO. 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S2S AND CENTER
MATCHED, PRESSURE TREATED TO NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER
ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION
C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE.
FRAMING LUMBER -SIDE NAILERS ARE 2"x4" S4S OR 2"x6" SPF NO.2 OR BETTER SPACED APPROXIMATELY 30" Q.C.
WITH ALL JOINTS STAGGERED AT ATTACHMENTTO COLUMNS. ROOF PURLINS ARE 2"x4" S4S NO. 2 OR
BETTER ON EDGE SPACED APPROXIMATELY 24' Q.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER.
ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS
REQUIRED AND 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 WITH
CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING.
SIDING PANELS (KYNAR 500/HYLAR 5000) - 0.019" MIN., G90 GALVANIZED OR AZ55
GALVALUME, WITH AN ADDITIONAL BAKED -ON KYNAR 500/HYLAR 5000 FINISH WITH
A NOMINAL 1 MIL PAINT THICKNESS ON EXTERIOR.
ROOFING PANELS (FLUORQFLEX 2000 (TM) - 0.019" MIN,, AZ55 GALVALUME WITH AN
ADDITIONAL BAKED -ON THICK POLYURETHANE PRIMER AND KYNAR 500/HYLAR 5000 TOPCOAT
WITH A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS ON EXTERIOR.
TRIM - DIE -FORMED TRIM OF 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL
ON GABLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS
ROOFING OR SIDING PANELS.
GUTTER S - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 5000
FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING.
ADDITIONAL NOTES
1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART
OF THESE DRAWINGS.
2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED
BY OWNER. STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY
ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS.
FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES
AS REQUIRED FOR WALL AND CEILING FINISHES.
4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC
JOB DRAWINGS OR SUPPLEMENTAL INFORMATION.
5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR
5000 IS A TRADEMARK OF AUSIMONT, USA.
CS2x4FK 10-00
RECovEn
MAR 2 8 2a03
SOUTH WINDSOR PLANNING DEP%
BUILDING
DESIGN
CRITERIA
USE GROUP
U
CONSTRUCTION TYPE
5B
LIVE ROOF LOAD DESIGN
30 PSF
WIND LOAD
80 MPH EXP, C
FLOOR AREA
7,200 SQ. FT.
SHEET
INDEX
SHEET
41
DESCRIPTION
1
OF
5
SPECIFICATIONS &SHEET INDEX
2
OF
5
COLUMN PLAN
3
OF
5
ELEVATIONS
4
OF
5
SECTIONS &DETAIL
5
OF
5
TRUSS DRAWING
TYPICAL LUMBER SPECIFICATIONS - 1997 NDS
SIZE
DESCRIPTION
BENDING VALUE Fb
2"x4"
NO.1 &2 SPF
1313 PSI
2"x4"
210Of MSR SPF
2100 PSI
2"x6"
NO.1 &2 SPF
1138 PSI
2"x6"
NO. 1 SYP
1650 PSI
2"x8"
NO. 1 SYP
1500 PSI
20'x10"
NO. 1 SYP
1300 PSI
2"x12"
NO. 1 SYP
1250 PSI
ALL
1950f MSR SYP
1950 PSI
1 1 2"x16"
LAMINATED VENEER LUMBER
2800 PSI
3 1 2"x15"
GLU-LAM
1650 PSI
5 1 4'x16 1/2'
GLU-LAM
2400 PSI
51 4'x191 2'
GLU-LAM
2400 PSI
NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS.
I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR
THIS BUILDING WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND T7NGIN
A DULY LICEN /
REGISTERED PROFESSIONAL R.
(RONALD L. SUTTON, P.E.
MICHAEL L. cC0 �MICK P.E.
DATE: EG. # 1 19, 5
10
DRAWN BY:
EH84O
DATE:
2-17-03
CHECKED BY:
GMC
DATE:
2-28-03
REVISED DATE:
REVISED DATE:
REVISED DATE:
REVISED DATE:
SCALE:
SHEET NO.
1 of 5
OFFICE:
WESTFIELD, MA
JOB NO.
115-2961
59'-9"
52'- 4 1/2"
44'-10 1/2"
41'-7 1/2"
18'-1 1/2"
14'-10 1/2"
7'-4 1 /2"
nim
a
COLUMN PLAN LEGEND
o - 3-2"x6" LAMINATED COLUMN LOCATION
e - 3-2"x8" LAMINATED COLUMN LOCATION W/ 2"x8"x7' TR. SPLICE STIFFENER
O - (3) 3068 9100 PLAIN WALK DOORS W/LOCKSETS & CLOSER ON OUTSWING DOORS
QQ - (2) 24'x16' ALUMASTEEL DOUBLE SLIDING END DOORS
1/2" HEAVY DUTY THERMAX IN ROOF ONLY
- (14) 3065 SKYLITES W/VAPOR RETARDER
312 LIN, FT. OF HALF PANEL SKYBELT
- (2) 2'-6"x2'-6" CUPOLAS W/FANS
< - 60' S.C. TRUSSES @ 7'-6" O.C. TYPICAL
Q - CONTINUOUS 2"x4" LOWER CHORD TRUSS
TIES AND 2"x6" DIAGONAL END BRACES
APPROXIMATELY 7'-6" O.C. TYPICAL
18"0 - 18" DIAMETER FOOTING WITH
8" THICK READI-MIX CONCRETE PAD.
PLACE A MINIMUM OF 8" READI-MIX
CONCRETE AROUND COLUMNS WHEN
SETTING.
22"0- 22" DIAMETER FOOTING WITH
9" THICK READI-MIX CONCRETE PAD.
PLACE A MINIMUM OF 8" READI-MIX
CONCRETE AROUND COLUMNS WHEN
SETTING.
ROUGH OPENING SCHEDULE
UNIT SYMBOL
WIDTH
HEIGHT
FROM LEGEND
Ell
37 3 4"
80 3 4"
2'-0" NON -VENTED
ENDWALL OVERHANGS
I I I I I I I I I I 1 1
7'-41/2" 1 7'-6` 1 7'-6" 1 7'-6" 1 7'-6- 1 7'-6" 1 7'-6" 1 7'-6" 1 7'-6` 1 7'-6" 1 7'-6" 1 7'-6- 1 7'-6" I 7'-6" I 71-6" I 7'-41/2"
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2' 8'
SCALE:
1' 7, 16'
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DRAWN BY: EH840
DATE: 2-17-03
CHECKED BY:
DATE:
REVISED DATE:
REVISGD ^uATE:
LEVISED DATE:
EVISED DATE:
0CC
tl ;
E1� �►�'
SCALE: AS NOTED
SHEET NO.
2 OF 5�_j
30'-0"
60'-0*
30'-0.1
OF7CE:
STFIELD, MA
I JOB N01 I
115-2961 J
HALF PANEL SKYBELT
T#167 TRANSITION TRIM
T#167 TRIM
\A/FAT FI F\/ATlnNi
t IL-1-1 I ``` V / % I I V I
NORTH ELEVATION
_F PANEL SKYE
HI -RIB STEEL
21 CORNER TRI
TRANSITION TRI
STEEL WAINSC
CORNER TRIM
67 BASE TRIM
SOUTH ELEVATION
n-C/I..n -C" /If In/V A
FAST FI F\/ATlnNI
"/ % `1 1 L-L` V / % 1 I V I V
Is
5" O.G. GUTTERS
HI -RIB STEEL
T#21 CORNER TRIM
T#167 TRANSITION TRIM
HI -RIB STEEL WAINSCOT
T#21 CORNER TRIM
T#i67 BACiE T1%Ivi
r-
DRAWN BY: EH840
DATE: 2-17-03
CHECKED BY:
DATE:
REVISED DATE:
REVISED DATE:
5" O.G. GUTTERS REVISED DATE:
REVISED DATE:
HI -RIB STEEL
T#21 CORNER TRIM Awl
OF CC
T#167 TRANSITION TRIM
HI -RIB STEEL WAINSCOT
T#21 CORNER TRIM Q'
-
T#167 BASE TRIM 1 �U",*ig
2' 8'
SCALE:
1' 4' 16'
SCALE: AS NOTED
SHEET NO.
3 of 5
FF2 HI -RIB STEEL
1/2" HEAVY DUTY THERMAX
2"x4" PURLINS @ 24" O.C.
(NO. 2 SPF)
(3) 1 /2"x5 1 /2" M. BOLTS &
(12) 20d R.S. NAILS
2"x4" BEV. PURLIN
WIRE MESH
T#178 TRIM
2"x6" BEV. FASCIA
5" 0. G. GUTTERS
a
T #144 I & 1 46 FAtiUA T RIM —� ,_ �L_J 60' S.C. TRUSS
SOFFI T a
3'-5" HI-RIB/SOFFIT CAP 3'-1" SIDELITES (CUT
2"x6" OVERHANG NAILER
T#167 TRANSITION TRIM--,
& (2) I.S. FILLER STRIPS
16'-0"
GRADE TO HEEL
FINISH GRADE
2 PER 6'-5" PANEL)
2'- 7 1 /2"
�— 2"x6" NAILER
HI -RIB STEEL (KYNAR)
(4) ROWS 2"x4" NAILERS
2100f MSR SPF
3-2"x8" LAMINATED COLUMN W/
2"x8"x7' TR. SPLICE STIFFENER
1 1 /2"x1 1 /2" VERTICAL BLOCKING
AT COLUMN LOCATION
T#167 TRANSITION TRIM
2"x6" NOTCHED NAILER
HI -RIB STEEL WAINSCOT (KYNAR)
7/16" OSB PROTECTIVE LINER
T#167 BASE TRIM
(1) ROW 2"x8" TREATED SPLASHBOARD
I— ,-48M BASE ANCHORS
9" THICK READI-MIX CONCRETE PAD.
PLACE A MINIMUM OF 8" READI-MIX
a CONCRETE AROUND COLUMNS WHEN
SETTING.
22" DIA.
SIDEWALL SECTION A —A
80 M.P.H. WIND LOAD SCALE: 1/2" = 1'-O"
T#167 TRANSITION TRIM
& (2) I.S. FILLER STRIPS
13'-4 1%
TO GRADE
END WALL SECTION C— C
SCALE: 3/4" = 1'-0"
UPPER COLUMN
45• BEVEL AT TOP
LOWER COLUMN
LOWEST SPLICE CUT
INSIDE
450BEVEL ON BOTTOM
NOTE: FOR FOOTING DIAMETER
AND AMOUNT OF SACKRETE OR
READI-MIX, SEE PLANS.
KYNAR HI -RIB STEEL
2"x6" NAILER
BASE ANCHORS
FOOTING
—TREATED COLUMN STIFFENER
/APPLIED ON THE RIGHT SIDE
OF THE COLUMN AS VIEWED
FROM THE INSIDE (SIDE WITH
LOWEST SPLICE CUT)
6'-0"
OUTSIDE
KYNAR HI -RIB STEEL
T#167 TRANSITIOP
& (2) I.S, FILLER
HALF PANEL SKYBELT
T#71 TRACK COVER
51 M TRACK
3"x4" TRACK BOARD
1 1 /2"x2" BLOCK & T#74
T#23 JAMB TRIM
NOTE: NAIL STIFFENERS TO
BUILDING COLUMNS 8" O.C.
STAGGERED WITH 20d GUN
NAILS. PLACE 6 ADDITIONAL
NAILS NEAR THE COLUMN
SPLICE.
\1, ,0.. � ryOF
4'-0"
COLUMN SPLICE STIFFENER DETAIL
3-2"x6" LAMINATED COLUMN
3'-1" SIDELITES (CUT
2 PER 6'-5" PANEL)
2"x3" JAME
2"x6" UPRIGHTS
12" TRACK GIRT
0"
AIDE
2"x6" JAMB COLUMN
2"x6" SPLICE STIFFENER
(OND
SLIDING DOOR HEADER SECTION B—B
SCAI E; 1 " = 1'—n"
OFFICE:
WESTFIELD, MA
JOB NO.
115-2961
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DRAWN BY: EH840
��.,
DATE: 2-17-03
TO �,
��
CHECKED BY:
r
DATE:
/2..
REVISED DATE:
2"x4" PURLIN
REVISED DATE:
60d R.S. NAIL
REVISED DATE:
REVISED DATE:
\
20 ga. GALV. PURLIN
TRUSS o
CONNECTOR
OF CON
(1) #9x1" TRU-GRIP SCREW ON
PEAK SIDE AND (2) ON EAVE
"4
_
SIDE OF PURLIN IN HOLES SHOWN
(JOINT MUST BE TIGHT BEFORE
FASTENING CLIPS)
2"x4" BUTTED PURLIN
DETAIL
SCALE: AS NOTED
SHEET N0.
4 5
of
OFFICE:
WESTFIELD, MA
JOB NO.
115-2961
TRUSS SPACING 7'-6" O.C.
LIVE LOAD 30 PSF
DEAD LOAD 4 PSF
CEILING LOAD -- PSF
TOTAL LOAD 34 PSF
TRUSS DESIGN SPECIFICATION:
Truss has been designed by computer using the Purdue
Plane Structure Analyzer IAW current standards and
specifications of recognized engineering principles.
Trusses are manufactured by Morton Buildings, Inc.
LUMBER SPECIFICATION (1997 NDS for Wood Construction):
Lower Chord -- 1950f — 1.5E MSR Southern Pine
Top Chord — — — No. 1 K.D. — 19 Southern Pine
Web Members -- No. 1 K.D. — 19 Southern Pine
TRUSS PLATE SPECIFICATION (ICBO Evaluation Report No. 2929):
ASTM A-653, Grade A 20 Go. and 18 Go. where noted,
galvanized steel Morton truss plates identified by a
hexagon stamped every 1-1/4" along the center of the plate.
RAFTER LENGTH 31'5-7/8"
Webs are 2x4's except where noted
60' HL S.C. TRUSS
SCAL E: 3/3' = 1'-0"
3A.
.. 18 GA.
6x8 PL. 18 GA.
15-1 /2"
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DRAWN BY. E H 8 4 07)
DATE: 2-17-03
CHECKED BY:
DATE:
REVISED DATE:
REVISED DATE:
UEVISED DATE:
REVISED DATE:
SCALE: AS NOTED
SHEET NO.
5 OF 5