HomeMy WebLinkAbout0450.01 Building PlansSCREW PATTERNS (IF APPLICABLE)
ALTERNATING SCREW PATTERN
STEEL LAP STEEL LAP
SOLID ROW
STEEL LAP STEEL LAP
ALTERNATING ROW
COPYRIGHT FBI Buildings, Inc.
50LID SCREW PATTERN
STEEL LAP STEEL LAP
50LID ROW
STEEL LAP STEEL LAP
SOLID ROW
L_
-M EEBO E -M BO EDllo � I
G M G -M
FIRST FLOOR PLAN-
9-0—AL—E,
LANSCALE: 1/8" = 1'-0"
POST SCHEDULE / FOUNDATION:
FULL POST OR STUBS
LABEL
STUB / POST
SIZE
LENGTH
ANCHOR
ANGLES
COMMENTS
BRACKET
TYPE
12'-0"
A
3 -PLY 2x6
10'-0"
(2)1 4 -GA,
DOOR * CORNER
N/A
3 -PLY 2x6
B
4 -PLY 2x6
12'-0"
(2)1 4 -GA.
14'-0"
N/A
G
C
2 -PLY 2x6
14'-0"
(2)1 4 -GA.
FULLY TREATED
N/A
BEARING, PARTITION
D
3 -PLY
14'-0"
(2)14 -GA.
2xG/2x4/2xG
N/A
10'-0"
E
3 -PLY 2xG
I G'-0"
(2)1 4 -GA.
50LID POST
N/A
F
3 -PLY 2xG
14'-0"
(2)1 4 -GA.
FULLY TREATED
N/A
G
4xG
14'-0"
(2)1 4 -GA.
FULLY TREATED
N/A
-I I r -u r rut)i i vr5
LABEL
POST SIZE
LENGTH
COMMENTS
2
3 -PLY 2XG
12'-0"
51DE TOP
3
3 -PLY 2x6
121-011
DOOR * CORNER
4
3 -PLY 2x6
121-011
END TOP
5
3 -PLY 2xG
14'-0"
STALL TOP5
G
3 -PLY 2xG
18'-0"
STALL TOPS
7
4 -PLY 2xG
22'-0"
BEARING, PARTITION
8
4 -PLY 2xG
10'-O"
BEARING, DOOR
9
4 -PLY 2xG
10'-0"
DOOR
PAD SIZE/ TYPE
LABEL
PAD 51ZE
TYPE
QTY. 5AKRETE * ACCELERATOR
M
14" 0 x 4"
PRE -CAST
N/A
N
I G" 0 x G"
PRE -CAST
N/A
P
24" 0 x 10"
P.I.P.
N/A
*
GREEN
*
YELLOW
*
ORANGE
U
END FILL SCHEDULE
LABEL
COLOR / LENGTH
*
RED
*
GREEN
*
YELLOW
*
ORANGE
*
PURPLE
*
BLUE
*
RED
*
GREEN
*
YELLOW
*
ORANGE
PROJECT INFO
ING DIMENSIONS
UILDING WIDTH: 40'-0"
BUILDING LENGTH: GG -0"
BUILDING INTERIOR CLEARANCE: 15-3"
DIAGONAL (40-0" x G0-01 = 77-2 1 /1 G"
BUILDING WIDTH: 48'-0"
BUILDING LENGTH: 32'-0"
BUILDING INTERIOR CLEARANCE: 10'-3"
DIAGONAL (48'-0" x 32'-0") = 57-8 1/4"
OPENINGS:
OVERHEAD DOORS:
101 10'-0 X 9'-0" OVERHEAD DOOR
R.O. I I'-1 1 112" X 9'-2 112"
(FROM BLDG. REF. GRADE)
103
12'-0" X 13'-0" OVERHEAD DOOR W/ OPERATORS
R.O. I I-1 1 1/2" X 13'-2 1/2"
(FROM BLDG. REF. GRADE)
SLIDING DOORS:
104
12'-0" X 13'-0" SPLIT SIDE SLIDING DOOR
R.O. 1 1'-4 1/2" X 1 5'-1 1/2"
(FROM BLDG. REF. GRADE)
05 4'-0" X G'-0" SOLID SLIDING HAY MOW DOOR
R.O. 3'-4 1/2" X G'-1 1/2"
106 4'-0" X 7-0" SOLID SLIDING STALL DOOR
W/ GRILLE
pg 4'-0" X 7-0" SOLID SLIDING STALL DOOR
NO GRILLE
ENTRY DOORS:
107 3068 CANNONBALL WALK DOOR (SOLID)
R.O. 38" X 8G 1/4"
108 4068 CANNONBALL WALK DOOR (SOLID) W/ LEVERS
R.O. 50" X 82 114"
I I 0 GOG8 CANNONBALL WALK DOOR W/ 9 -LITE + C. B.
R.O. 50" X 82 1/4"
I I 13640 CANNONBALL HALF STEEL DUTCH DOOR
R.O. 50" X 82 114"
112 3068 CANNONBALL WALK DOOR W/ 9 -LITE+ CRC558UCK
R.O. 38" X 82 1/4"
113 4068 CANNONBALL WALK DOOR W/ 9 -LITE
R.O. 50" X 82 114"
WINDOWS:
qO3020 CANNONBALL WINDOW W/ INT STEEL GRILLES
R.O. 4G 1 /8" x 35"
gOCUSTOMER WINDOW
VERIFY R.O. @ JOB SITE
EXTERIOR FINISH:
SIDING TYPE:
STEEL
DESIGNER WALL SIZE:
N/A
51DE OVERHANG 51ZE:
24"
END OVERHANG SIZE:
24"
RIDGE TYPE:
VENTED
MISCELLANEOUS ITEMS:
ROOF SCREW PATTERN:
ALTERNATING
SIDING SCREW PATTERN:
ALTERNATING
DESIGNER WALL TYPE:
N/A
SIDE OVERHANG TYPE:
VENTED
END OVERHANG TYPE:
VENTED
1/2" THERMAX ON ENTIRE 80'x 132' BLDG
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SET ANCHORS AT
TIME OF POOR
5/8" ANCHORS OR
THREADED ROD SET
IN HILTI HIT HY 150
ADHESIVE
q . d
P.G. = PARTITION GRILLE
S.P.W. = 5OLID PARTITION WALL
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TIME OF POOR
5/8" ANCHORS OR
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2'-0"
(2) CONT.45 REBAR
ri-'- FOUNDATION SECTION
A-104 SCALE : 1 = 1 -0
COPYRIGHT FBi Buildings, Inc.
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INTERIOR FLOOR PLAN
SCALE :1/8" =1'-0"
ROOM FINISH SCHEDULE
ROOM #
ROOM NAME
NORTH WALL MATRI
SOUTH WALL MATRL
EAST WALL MATRL
WEST WALL MATRL
FLOOR MATRL
CEILING MATRL
CEILING HEIGHT
REMARKS
100
CLUB ROOM
5/8" GYP.
5/8" GYP.
5/8" GYP.
5/8" GYP.
CONCRETE
5/8" GYP.
10'-0"
101
STORAGE
STEEL
STEEL
STEEL
STEEL
CONCRETE
STEEL
15-0"
102
WASH BAY
GLASSBOARD
GI ASSBOARD
GLASSBOARD
GLASSBOARD
CONCRETE
GLASSBOARD
10'-0"
103
BATH AREA
5/8" GYP.
5/8" GYP.
5/8" GYP.
5/8" GYP.
CONCRETE
5/8" GYP.
10'-0"
104
OFFICE
5/8" GYP.
5/8" GYP.
5/8" GYP.
5/8" GYP.
CONCRETE
5/8" GYP.
VARIES
105
12' x 12' STALL
2x8 C.M.
2x8 C.M.
2x8 C.M.
2x8 C.M.
N/A
N/A
7'-9 3/4"
106
LAUNDRY
5/8" AC PLYWOOD.
5/8" AC. PLYWOOD.
5/8" AC. PLYWOOD
5/8" AC. PLYWOOD
CONCRETE
5/8" AC. PLYWOOD
10'-0"
107
WASH BAY
GLASSBOARD
GLASSBOARD
GLASSBOARD
GLASSBOARD
CONCRETE
GLASSBOARD
10'-0"
P.G. = PARTITION GRILLE
S.P.W. = SOLID PARTITION WALL
ALL INTERIOR DETAILS ARE
ON 5f1EET5 A-404 * A-405
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STEEL CEILING PLAN
SCALE :1/8" = V-0"
COPYRIGHT FBi Buildings, Inc.
STEEL CEILING
IN SHADED AREAS
CEILING GRID SCHEDULE
STEEL CEI LI NG Q I 0--G" ABOVE F. F.
(BOTTOM OF DECK AREA TO BE COVERED)
STEEL CEILING Q TRUSS HEIGHT
DRWG FILE NAME:
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MAX -RIB 5TL. ROOFING
oL 110'-3"
B/ ROOF TRUSS
ot 1081-3"
B/ PORCH TRUSS
OIL I OGI- I I"
T/ WINDOW5
OL 1001_0"
BLDG. REF. GRADE
Al -Al Pq 1P/-%1 A
G" 5TL. GUI
151-311
B/ ROOF TRl
OIL 113'-2 1/2"
T/ OHD
OIL 109'-2 1/2"
T/ 011 D
MAX -RIB 5TL 51DING
ALUM. DRIP i
1 15-3"
B/ ROOF TRU55
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T/ WINDOW5
OL 100'-O"
BLDG. REF. GRADE
151-311
B/ ROOF TRUSS
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T/ WIN. * DOORS
OIL 100'-a'
BLDG. REF. GRADE
COPYRIGHT FBi Buildings, Inc.
RGI-GRGI'm VG wwG471 *71VG
SCALE: 1/8" =14"
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T/ 011 D
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B/ PORCH TRUSS
IOG'-1 1"
T/ WINDOWS
100'-011
BLDG. REF. GRADE
A I..AI rl IPPA A
REFERENCE SOUTH SIDE
SCALE: 1/811=1'-0"
A L. AI r1 IM/ l A
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REFERENCE NORTH SIDE
SCALE: 1/8" =11-0"
VENTA RIDGE Q PEAK
MAX -RIB 5TL. ROOFING
G" 5TL. GUTTER
MAX -RIB 5TL. 51DING
ALUM. DRIP CAP
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MAX -RIB 5TL. ROOFING
G" 5TL. GUTTER
MAX -RIB 5TL. 51DiNG
ALUM. DRIP CAP
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2xG BAR
GUTTER
FASCIA
24" VENT
51DE OVI
F *-J CHA
G" BATT
W/ VI5Q
STEEL
5CREM
(14) RO
OF 2x8
DRIP CP
2x8 TR.
2xG W/
**A = 2xG SCAB
MUST COVER 80% OF
WEB SHOWN
Pin --F %/FKIT
2xG BARGE _
GUTTER
FASCIA
24" VENTED
51DE OVERHM
F *J CHANNEL
G" BATT IN5L.-
W/ VISQEEN
STEEL 51DING
SCREWED ON
(14) ROWS _
OF 2x8 C.M.
DRIP CAP
2x8 TR. C.M.
2xG W/ 51 LL SEALER
COPYRIGHT FBi Buildings, Inc.
4 WALL SECTION
A-401
SCALE: 1/4'= l' -O"
**A = 2xG SCAB
MUST COVER 80% OF
WEB SHOWN
RIDGE VENT
(2) 2x 10 HEADER
(A)
STEEL ROOFING
SCREWED ON
2x4 NAILER
W/ AJ I
STALL FRONT
MULTI -RIB CEILING
1/2" THERMAX
ON ROOF AREA
2x4 NAILER
W/ AJ I -
TRUSS (f I)
AJ 31.
STEEL 51DING
SCREWED ON
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48" 0/C
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-DRIP CAP
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DRIP CAP
1 WALL SECTION
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SCALE: 1/4'= 1'-0"
15
2x4 PURLINS
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2x4 KICKER
2xG BARGE
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GUTTER
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B/ TRUSS
24" VENTED SIDE
OVERHANGS
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T/ STALL
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(2) 14 GA ANCHOR ANGLES
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DRWG FILE NAME: 630245
DRWG START DATE: 03-01-01
DRAWN BY: Chad
SHEET:
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FBI PROJECT #: 630245
5TEEL ROOFING
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FBI PROJECT#:
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DRWG FILE NAME: 630245
DRWG START DATE: 03-01-01
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SHEET:
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FBi PROJECT #:
630245
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FBi PROJECT #:
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Jobl(630245) Lucky Farms / 48' Common
TOP CHORD 240 SP 2250f -1.9E
BUT CHORD 2x8 SP SS
WEBS 2x4 SP #2 -W4, W5 2x4 SP #1,
(A) CONTINUOUS LATERAL BRACING, EQUALLY SPACED ON MEMBER.
TRUSSES TO BE SPACED AT 96.0' OC MAXIMUM.
WARNING- FURNISH A COPY OF THIS DWG TO THE INSTALLATION
CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING,
SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE BELOW.
THIS DWb. PREPARLD hKUM LUMPU ILK 1NPU1 (LUAU 3 LI
*** WARNINGI REACTION EXCEEDS ALLOWABLE ***
() 2 PLATE(S) HAVE BEEN REPOSITIONED BY THE
TRUSS DESIGNER. SPECIAL POSITIONING REQUIRED.
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS -
TO BRACE TC E 24.00' OC, BC 2 120.00' OC.
DEFLECTION MEETS L/480.00 LIVE AND L/360.00 TOTAL LOAD,
PLATES SIZES SHOWN MAY HAVE BEEN INCREASED TO MEET
USER DEFINED MINIMUM EMBER BITES.
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SED
PLT. TYP.-WAVE-TPI95 TPI(EMP) QTY= 6 TOTAL= 6 REV. 19.4a SCALE
= 14514
=0.1250
FBI Buildings, Inc.
3823 W 1800 S
Remington, IN 47977
219-261-2157 Phone
219-261-3193 Fax
**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING
AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS
PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI, 53719) FOR SAFETY PRACTICES
PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE
PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID
CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.
LPIE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING,
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE
PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AERICAN FOREST AND
PAPER ASSOCIATION) AND TPL ALPINE CONNECTORS ARE MADE IF 20GA ASTM A653 GR40 GALV. STEEL
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON
THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z THE SEAL ON THIS DRAWING INDICATES
ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT
T R N FOR NYPARTICULARBUILDING
Y T N N
TC LL 20.0 PSF
TC DL 4.0 PSF
BC DL 6.0 PSF
BC LL 0,0 PSF
T❑T.LD. 30.0 PSF
REF
DATE 03'20-2001
DRWG
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Job -(630245) Lucky Farms /
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DEFLECTION MEETS L/480.00 LIVE AND L/360.00 TOTAL LOAD.
W3X4(B1)
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IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PO
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TRUSSES TO BE SPACED AT 96.0' OC MAXIMUM.
PLATES SIZES SHOWN MAY HAVE BEEN INCREASED TO MEET
USER DEFINED MINIMUM EMBER BITES.
BUT CHORD 2xB SP SS
WEBS 2x4 SP #2 ,W3, W5, W7, W8 2x6 SP #1,
TRUSSES TO BE SPACED AT 96.0' OC MAXIMUM.
PLATES SIZES SHOWN MAY HAVE BEEN INCREASED TO MEET
USER DEFINED MINIMUM MEMBER BITES.
I HIS D W U7. 1'KLVAKtD t KUM LUMPU I LK 1NPU 1 (LUAU S L
(*+�) 1 PLATE(S) HAVE BEEN REPOSITIONED BY THE
TRUSS DESIGNER. SPECIAL POSITIONING REQUIRED.
(A) CONTINUOUS LATERAL BRACING, EQUALLY SPACED ON MEMBER,
DEFLECTION MEETS L/480.00 LIVE AND L/360.00 TOTAL LOAD.
RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE.
_ 40'5'8
9'0'14 5'6'1
012,1-9 77'U 5'9' 7'4'15
TAG = = T2 SED
PLT. TYP.-WAVE_TPI95 TPI(EMP) QTY= 18 TOTAL= 18 REV, 19.4a SCALE
= 14492
=0.1875
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FBI Buildings, Inc.
3823 W 1800 S
Remington, IN 47977
219-261-2157 Phone
219-261-3193 Fax
**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING
AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS
PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES
PRIERTO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SWILL HAVE
PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID
CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.
ALPIE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
DESIGN, ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATINGi,
HANDLING, SHIPPING, OF TRUSSES.DESIGN CONFORMS WITHAPPLICABLE
PROVISIONS O NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THEFORESND
PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON
THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z THE SEAL ON THIS DRAWING INDICATES
ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING
IIS THE RESP13NSIBILITY OFT N / -1995 SFrTIE1N 2.
TC LL 20.0 PSF
TC DL 4.0 PSF
BC DL 1.0 PSF
BC LL Q,Q PSF
T❑T.LD. 25.0 PSF
REF
DATE 03-20-2001
DRWG
LH
❑/A LEN. 400508
DUR.FA C. 1.15
I11FB �
SPACING 96.0'
ITYPE Mono
TRUSS DRAWING (T-2)
Jobl(630245) Lucky Farms / Valley
TOP CHORD 2x4 SP #1
BUT CHORD 2x4 SP #1
WEBS 2x4 SP #2
DEFLECTION MEETS L/480.00 LIVE AND L/360.00 TOTAL LOAD.
THIS DWG. PREPARED FROM COMPUTER 1NPU I (L UAJZA is LI
IN LIEU OF STRUCTURAL PANELS OR RIGID CEP ING USE PORLINS,
TO BRACE TC E 24.00' OC, BC a 120.00' OC.
TRUSSES TO BE SPACED AT 120.0' OC MAXIMUM.
PLATES SIZES SHOWN MAY HAVE BEEN INCREASED TO MEET
USER DEFIED MINIMUM EMBER BITES.
6'3'14 6'3'14
1'4'2 � 2'2'6 2'9'6 2'9'6 2'2'6 1'4'2
W4X5
12
5 p
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p V4X701) a
W4X7(DI)
W=5'8
TAG = = T5 SED = 23846
PLT, TYP.-WAVE_TPI95 TPI(EMP) QTY= 2 TOTAL= 2 REV. 19.01o2 SCALE =0.5000
FB ' 0
FBI Buildings, Inc,
3823 W 1800 S
Remington, IN 47977
219-261-2157 Phone
219-261-3193 FaxDESIGN
IIS
**WARNING** EXTREME REQUIRE EXTRECARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING
AND BRACD�i. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS
TC LL 20.0 PSF
REF
DATE 03-20-2001
DRWG
PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES
PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TO' CHORD SMALL HAVE
❑/A LEN. 120713
TC DL 4.0 PSF
I11FB �
PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID
CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.
ITYPE COMN
4.0
cam_
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ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
BC DL PSF
DRWG
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FBI Buildings, Inc.
DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING,
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE
BC LL O,0 PSF
O/A LEN, 12
3823 W 1800 S
TASAMERICANFORESTAND
PAPSS�NDS IOPLPIENSNNIDPUBLISHED
ERASOCTO) AND ALNCONNEECT13RSARE MADE OF 20GATMA653 GR40GALV.STEEL
T❑T,LD, 28.0 PSF
Remington, IN 47977
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON
PER DRAWINGS 160 A THE SEAL ON THIS DRAWING INDICATES
1.15
219-261-2157 Phone
THIS DESIGN, POSITION CONNECTORS -Z
ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DUR,FAC.
SPACING 96.0'
TYPE C MN
219-261-3193 Fax
DESIGN STHERHOPN. THE SUITABILITY AND A R BUILDING
OF THIS COMPONENT FOR ANY PARTICULDESIGNER,
MUSE
PER ANSI/TPI 1-1995 2.
TRUSS DRAWING (T-3)
COPYRIGHT FBi Buildings, Inc.
TRUSS DRAWINGS
- 1'4'2
R=1898# W=1'
4'11'13
4'11'13
1'4'2
R=1898# W=1'
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PLT, TYP,-WAVETPI(EMP) QTY= 1 TOTAL= 1 REV. 19.4a SCALE
= 14518
=0.5000
FB ' 0
FBI Buildings, Inc,
3823 W 1800 S
Remington, IN 47977
219-261-2157 Phone
219-261-3193 FaxDESIGN
IIS
**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING
AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISED BY TPI (TRUSS
PLATE INSTITUTE, NG HESE FU TIO SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES
PLATE TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TLP CHORD SHALL HAVE
PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID
CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.
ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING,
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE
GALV.AND
PAPERSIONS ASSSOC�TION) (NATIONAL
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STEEL
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ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING
THE RESPONSIBILITY OF THE BUILDINGT
TC LL 20.0 PSF
TC DL 4.0 PSF
BC DL 6.0 PSF
BC LL Q,Q PSF
TOT.LD, 30.0 PSF
REF
DATE 03-20-2001
DRWG
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DRWG FILE NAME: 630245
DRWG START DATE: 03-01-01
DRAWN BY:
Chad
SHEET:
S-501
FBi PROJECT #: 630245
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I Od RING SHANK NAILSJ4"
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SHEARWALL DETAIL
SCALE:1" =14"
VENTA-RIDGE
W/ BIRD NETTING
SCALE: 1 1/2" =1'-0"
SEE NOTES (A-101)
/__ 2x 12 BOX FRAME
PA 8 112
OR WIDER
ROOF STEEL
–2x4 AROUND IN51DE OF FRAME
2x8 FRAMIN TOP OF TRU55
TYPICAL MWI CUPOLA
SCALE: 1 1/2" =1'-0"
06
'?061 / 2+� NOTE:
LUMBER FOR WINDOW BOX IS
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I
WINDOW FRAMOUT DETAIL
SCALE: 1/2"= 1'-0'
CUPOLA BASE
LAP OVER BOX
2x 12 RIPPED TO CORRECT HEIGHT
DRIP CAP
3x5 FLASH BENT TO ROOF PITCH W/
AJ -10 AT EACH END
GASKET
3 -PLY LAM. COL.
REG. P05T BRACKET
(2) 112" 0 HEX BOLT5
(2) 5/8" 0 x 7"
ANCHOR BOLTS
2x6 TR. W/ SEAL SEALER
(OPTIONAL)
CONC. FOUNDATION
(BY OWNER)
A
REGULAR POST BRACKET
CONNECTION DETAIL
SCALE: 1" =1'-0"
COPYRIGHT FBi Buildings, Inc.
0
(2) 1/2" 0 CARRIAGE BOLTS
CONC. FOUNDATION
(BY OWNER)
END BRACE DETAIL
SCALE: 1/2"= 1'-0"
QOo
NOTE:
LUMBER FOR TR. THRESHOLD 4 FLAT
PART OF HEADER ARE THE SAME 51ZE
OF LUMBER AS THE P05T SIZE
WALK DOOR FLAMEOUT DETAIL
SCALE: 1/7 =1'-0'
3 -PLY LAM. COL.
CORNER 4 DOOR POST BRACKET
(2) 5/8" 0 x T'
ANCHOR BOLT5
2x6 TR. W/ SEAL SEALER
/— (OPTIONAL)
DOOR &CORNER BRACKET
CONNECTION DETAIL
SCALE: 1'= 1'-(Y
I ( ga., I \3!4" STAPLES @ 5" O.C. @ PERIMETER
I G ga. 1 3/4" STAPLES @ 12" O.C. @ INTERIOR
ROOF SHEAR DETAIL
SCALE: 112" =1'-0"
vv i �•
J5E APPROPRIATE DETAIL
-ALLED OUT ON 5HEET A- I C
%I I nFTAII S MAY mnT APPI Y
APPLY BEAD OF CAULK
UNDER RAKE @ SCREW
LOCATION
N
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SCALE: 1" =1'-0"
TACK
BIRD MESH
F * J CHANN'
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SCALE: 1"= 14"
ROOF DECKING
FRONT VIEW
ROOF DEC
2x4 NAI LEE
�— SCREW 2XG BARGE SHIELD/ EA\
ALWAYS HAVE RIB UNDER GUTTER
RAKE OR BEND FLAT OF
STEEL UP W/ 3/4" LIP HEADER
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STEEL CEILING OR SOFFIT J CHANNEL
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OF MITRE
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LASHING
@ END RAKE SIDE VIEW
SCALE: 1 = l'-
"
TWO SIDED MITRE DETAIL
SCALE: 1" =1'-0"
GUTTER
STEEL 51DING
2xG CONT.
TITRE
3T 1
SIDE VIEW
ONE SIDED MITRE DETAIL
ALE: 1" =1'-0'
DRWG START DATE: 03-01-01
STEEL ROOFING
F—
SHEET:
G-701
W
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[MJL9pJECT #:
630245
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END TRUSS
FIRST TRU55 IN N
45° MITRE (2xG W/ 45°
LAP MITRE "J"
CUT @EACH END
OVER COLUMN "J"
BLOCKING
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WHERE THE "J"s OF THE P -JF -B
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TO LAP OVER THE TOP OF THE BOTTOM
PART OF THE LOWER "J"
1■1�
BOTTOM CHORD
(4) I Gd R.5. NAILE5
BOTTOM CHORD
END TRUSS
FIRST TRUSS IN
OHD MITRE DETAIL
'"- 2x4 GIRT TOP OF WI
SHEARWALL DETAIL
SCALE:1" =14"
VENTA-RIDGE
W/ BIRD NETTING
SCALE: 1 1/2" =1'-0"
SEE NOTES (A-101)
/__ 2x 12 BOX FRAME
PA 8 112
OR WIDER
ROOF STEEL
–2x4 AROUND IN51DE OF FRAME
2x8 FRAMIN TOP OF TRU55
TYPICAL MWI CUPOLA
SCALE: 1 1/2" =1'-0"
06
'?061 / 2+� NOTE:
LUMBER FOR WINDOW BOX IS
THE SAME AS P05T 51ZF
I
WINDOW FRAMOUT DETAIL
SCALE: 1/2"= 1'-0'
CUPOLA BASE
LAP OVER BOX
2x 12 RIPPED TO CORRECT HEIGHT
DRIP CAP
3x5 FLASH BENT TO ROOF PITCH W/
AJ -10 AT EACH END
GASKET
3 -PLY LAM. COL.
REG. P05T BRACKET
(2) 112" 0 HEX BOLT5
(2) 5/8" 0 x 7"
ANCHOR BOLTS
2x6 TR. W/ SEAL SEALER
(OPTIONAL)
CONC. FOUNDATION
(BY OWNER)
A
REGULAR POST BRACKET
CONNECTION DETAIL
SCALE: 1" =1'-0"
COPYRIGHT FBi Buildings, Inc.
0
(2) 1/2" 0 CARRIAGE BOLTS
CONC. FOUNDATION
(BY OWNER)
END BRACE DETAIL
SCALE: 1/2"= 1'-0"
QOo
NOTE:
LUMBER FOR TR. THRESHOLD 4 FLAT
PART OF HEADER ARE THE SAME 51ZE
OF LUMBER AS THE P05T SIZE
WALK DOOR FLAMEOUT DETAIL
SCALE: 1/7 =1'-0'
3 -PLY LAM. COL.
CORNER 4 DOOR POST BRACKET
(2) 5/8" 0 x T'
ANCHOR BOLT5
2x6 TR. W/ SEAL SEALER
/— (OPTIONAL)
DOOR &CORNER BRACKET
CONNECTION DETAIL
SCALE: 1'= 1'-(Y
I ( ga., I \3!4" STAPLES @ 5" O.C. @ PERIMETER
I G ga. 1 3/4" STAPLES @ 12" O.C. @ INTERIOR
ROOF SHEAR DETAIL
SCALE: 112" =1'-0"
vv i �•
J5E APPROPRIATE DETAIL
-ALLED OUT ON 5HEET A- I C
%I I nFTAII S MAY mnT APPI Y
APPLY BEAD OF CAULK
UNDER RAKE @ SCREW
LOCATION
N
FASCIA
SCALE: 1" =1'-0"
TACK
BIRD MESH
F * J CHANN'
MESH TO
UNDER F!
BIRD MESH @ OVERHANG
SCALE: 1"= 14"
ROOF DECKING
FRONT VIEW
ROOF DEC
2x4 NAI LEE
�— SCREW 2XG BARGE SHIELD/ EA\
ALWAYS HAVE RIB UNDER GUTTER
RAKE OR BEND FLAT OF
STEEL UP W/ 3/4" LIP HEADER
GUTTER STEEL SID1
FASCIA
STEEL CEILING OR SOFFIT J CHANNEL
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OF MITRE
2xG MITRE W/
POC APPLICATION TYP, FLAS
LASHING
@ END RAKE SIDE VIEW
SCALE: 1 = l'-
"
TWO SIDED MITRE DETAIL
SCALE: 1" =1'-0"
GUTTER
STEEL 51DING
2xG CONT.
TITRE
3T 1
SIDE VIEW
ONE SIDED MITRE DETAIL
ALE: 1" =1'-0'
cn
DRWG START DATE: 03-01-01
DRAWN BY:
F—
SHEET:
G-701
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[MJL9pJECT #:
630245
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DRWG FILE NAME: 630245
DRWG START DATE: 03-01-01
DRAWN BY:
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SHEET:
G-701
[MJL9pJECT #:
630245
STEEL SIDING
2x4 GIRT
2xG GIRT
107-3 3/4"
T/ STALL
3020 5L _
WINDOW
(OPTIONAL)
WINDOW GRILLE
BACK WALL
2x4 GIRT
2x8 TR. CM.
DRIP CAP
100'-0"
BLDG. REF. GRADE
N
107-3
T/ STALL
100'-0"
BLDG. REF. GRADE
161474
K5C- I
K5C-3
COL.
3 -PLY 2x6
3 -PLY 2xG
LAM. COLUMN
LAM. COLUMN
2xG FILLER
NO 2xG @ DOOR OPENING
2x4 FILLER
2xG FILLER -
PARTITION GRILLE
PARTITION CHANNEL
2x6 FILLER (FLAT) @ ALL
EXTERIOR WALLS RUN CnN-
TIN0005 BETWE
STIFFENER
107-9 3/4"
T/ STALL FRONT
STALL DOOR
SAW TONGUE OFF
2x8 CM FOR GRILLE
FRONT WALL
NOTE:
STANDARD PARTITION WALL HEIGHT
4 BACK WALL HEIGHT = + 7-3 3/4"
W/ METAL STRAP @ PARTITION WALL
(MATERIAL ABOVE 7-3 3/4" OPTIONAL)
100'-4"
B/ DOOR (TYP)
(2) ROWS 2x8 TR.CM L 3/1 G"x 1 112" (5) ROWS 2x8 SOLID CM
BOTTOM ROW METAL STRAP
PART. WALL ELEVATION
W/ GRILLE
SCALE: 1/2" =14"
3 -PLY 2xG —
3 -PLY 2xG LAM. COLUMN
LAM. COLUMN
U CHANNEL
(2) ROWS 2x8 TR.CM 3/ I G"x I I /2"
BOTTOM ROW
METAL STRAP
H PART, WALL ELEVATION
G-70 SCALE: 1/2" =1'-0"
10'-0" OR 12'-0"
BACK WALL
SPLICE BACKWALL 2x8 CM. @
CENTER OF BUILDING COLUMN
BREAK JOINTS
REGULAR
STALL
3/1 G"x 1 112" METAL STRAP
FASTEN W/ 5CREW5 FOR
PARTITION REMOVAL
2xG FILLER (FLAT) @ ALL
EXTERIOR WALLS RT1N CnN-
TIN0005 BE1
STIFFENER
107- 9 3/4"
T/ STALL FRONT
STALL DOOR
SAW TONGUE OFF
2x8 CM FOR GRILLE
FRONT WALL
2xG RUN VERTICALLY
W/ I xG TRIM
100'-4"
B/ DOOR (lYP)
NOTE:
STALL LAYOUT DIMENSIONED
FOR BOTH 10'* 12' 5TALL5
10'-0" OR 12'-0"
LOCATE 2xG @ 0 EACH
SIDE of WINDOW JAMB
(OPTIONAL WINDOW GRILLE)
(3) 2xG LAM. P05T 3 -PLY 2xG COL.
@ 8'-0", 10'-O" OR 12'-O" @ CORNERS
1 1/2" x 1 5/8." x 1 1/2"
PARTITION CHANNEL
CORNER
STALL
3/1 G"x 1 112" METAL 5TRAP
FASTEN W/ 5CREW5 FOR
PARTITION REMOVAL
K5C- I
3" I 3"
4-0" 5-4 112" OR 7-4 112" 4'-0" C4'- 1 1 3/4OR G'- I 1 3/4"
K5C-2 5'-1 /2" OR 7-1 /2" K5C-2 4-9 1 /2" OR G-9 1/2"
K5C-3
FRONT STALL GRILLE FRONT STALL GRILLE
2xG GRILLE FILLER
2xG GRILLE FILLER
NOTE:
UNLESS SPECIFICALLY REQUESTED * NOTED
STALLS ARE NOT DESIGNED FOR A DECK
COPYRIGHT FBi Buildings, Inc.
BACK WALL ELEVATION
6-702 ALE: 1/2" =14"
STALL DOOR
2xG GRI LLE FILLER C
2xG GRILLE FILLER -70
5-9 3/4" OR 7-9 3/4" 5-2 3/4" OR 7-2 3/4"
FRONT WALL It
STALL LAYOUT TYP. NOTE:
ALL K5C FLASHES ARE
SCALE: 1/2" = 14" WITH THE STALL CAP OPTIONS
2xG NAILER
F
2x8 FILLER FROM TOP of
2nd 2x8 TR.CM. TO 2x8
HEADER 4 2xG FILLER ABOVE
HEADER TO SAVE HEIGHT.
IF THE STALL DOOR 15 ON
THE OTHER 51DE OF THE
STALL, THEN 2x1 O FILLER
15 REQUIRED HERE.
BACK WALL ELEVATION
W/ DUTCH DOOR
SCALE: 1/2" =1'-0"
STEEL 51C
2x4 GIRT
2xG GIRT
WINDO`vV
2x4 GIRT
PARTITION WALL
3 -PLY 2xG
COLUMN
2xG FILLER
2xG HEAD W/
WINDOW OPTION
WINDOW GRILLE
2xG SILL W/
WINDOW OPTION
NOTE:
USE APPROPRIATE DETAIL
CALLED OUT ON SHEET A-103
ALL DETAILS MAY NOT APPLY
RIP TONGUE OFF 2x8 CM.
IN OPENING ONLY
WINDOW DETAIL
SCALE: 1/2* =1'-0"
No 2x4 GIRT5
2x8 SOLID CM.
3 -PLY COLUMN
2x4 FILL
x]-- 2x4 JAMB
2x8 FILLER
OR 2x I 0 FILLER
OF DETAIL
SCALE: 1/2"= V-0"
107-9 3/4"
m
m
(1) 1 xG BEHIND TRACK
DOOR INSTALLATION
SCALE: 1 1/2" =1'-0"
O
U
00
�— STEEL C -CHANNEL
@ BOTH SIDES
TOP
2x8 TSG
DOOR GRILLE
2xG SPACER
SAW TONGUE OFF
2x8 CM FOR GRILLE
SCALE: 1/2' =1'-0"
GALV. TRACK TROLLEY HANGER
1
DRWG START DATE: 03-13-01
DRAWN BY:
(5) 2x8 SOLID CM
ECn
SHEET:
J
(2) 2x8 TR. CM
630245
RIP BOTTOM CM.
TO 2 3/4" WIDE
CD CD
LZ
W
C) Z
I _O
3'-5"
F— —
m CD
w
LU
=
mov
cm
Cn U
GRILLE
OPENING
IJ
4,-4.
FRONT
DOOR DETAIL
SCALE: 1/2' =1'-0"
GALV. TRACK TROLLEY HANGER
1
(2) ROWS 2x8 TR. CM STAY ROLLER
1SAW TONGUE OFF BOTTOM ROW
2x8 CM FOR GRILLE
� FRONT WALL ELEVATION
G--70 SCALE:1/2" =1'-0"
2x8
2xG
OUT @
DR WAY
DOOR GRILLE
2xG DR. STOP
(BEVELED)
x I I" OVERALL
FIR OUT STOP BLOCK
W/ 1 1 1/2" LG. I xG
BOTTOM 2x8 TR.CM.
RUNS THROUGH DOORWAY
DRWG START DATE: 03-13-01
DRAWN BY:
Chad
ECn
SHEET:
J
FBi PROJECT #:
630245
CV
IZ C:)
W
CD_j
CD CD
LZ
W
C) Z
I _O
F— —
m CD
w
LU
=
mov
cm
Cn U
Z
IJ
Cn
"WOMMEMMA
0010
(2) ROWS 2x8 TR. CM STAY ROLLER
1SAW TONGUE OFF BOTTOM ROW
2x8 CM FOR GRILLE
� FRONT WALL ELEVATION
G--70 SCALE:1/2" =1'-0"
2x8
2xG
OUT @
DR WAY
DOOR GRILLE
2xG DR. STOP
(BEVELED)
x I I" OVERALL
FIR OUT STOP BLOCK
W/ 1 1 1/2" LG. I xG
BOTTOM 2x8 TR.CM.
RUNS THROUGH DOORWAY
C c
o
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CCOZ tico �
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rCNC7>
• > O i i p
-
cN
m" N vErnrn
CO N T- r
U. mcr NN
DRWG FILE NAME: Horse Detail
DRWG START DATE: 03-13-01
DRAWN BY:
Chad
ECn
SHEET:
J
FBi PROJECT #:
630245
CV
IZ C:)
W
CD_j
CD CD
LZ
W
C) Z
I _O
F— —
m CD
w
LU
=
mov
cm
Cn U
Z
IJ
Cn
1
�e
C c
o
C)O U
N
C/) (Lu- 6
CCOZ tico �
C�nrn-o
rCNC7>
• > O i i p
-
cN
m" N vErnrn
CO N T- r
U. mcr NN
DRWG FILE NAME: Horse Detail
DRWG START DATE: 03-13-01
DRAWN BY:
Chad
ECn
SHEET:
J
FBi PROJECT #:
630245
CV
IZ C:)
W
CD_j
CD CD
LZ
W
C) Z
I _O
F— —
m CD
w
LU
=
mov
cm
Cn U
Z
IJ
Cn
C c
o
C)O U
N
C/) (Lu- 6
CCOZ tico �
C�nrn-o
rCNC7>
• > O i i p
-
cN
m" N vErnrn
CO N T- r
U. mcr NN
DRWG FILE NAME: Horse Detail
DRWG START DATE: 03-13-01
DRAWN BY:
Chad
SHEET:
FBi PROJECT #:
630245
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