HomeMy WebLinkAboutFloor planSteven Jenison10520 Shelbourne Carmel, IN 46032FBi Buildings, Inc.3823 W 1800 SRemington, IN 47977219-261-2157www.fbibuildings.comDate :
Name:
PRELIMINARY
THESE DRAWINGS
ARE FOR
REVIEW
ONLY
These drawings are
not complete and
are not to be used
for construction.
5/12/24
DJLX:___________________________________________ ____________ Purchaser Approval DateX:____________________________________________ _____________ Seller Approval Date Drawing # ____________________________________ Copyright:
FBi Buildings, Inc.
Building may not be shown to scale.
(Colors shown may not match actual colors.
Refer to color samples for actual colors.)Floor PlanA-101
48'
3'
16'
8'
8'
5'
40'
Door Schedule:
D1 - 3' x 6'-8" Steel Insulated Walk Door
D2 - 16' x 14' OHD Frame Out (Door Not Included)
D3 - 8' x 8' OHD Frame Out (Door Not Included)
FLOOR PLAN
FBi Building 40' x 48' x 18' I.C.
Sidewall Columns & Trusses Space at 8' O.C. Designed for 20 psf Ground Snow Load
General Notes:
Gutters - Yes, 6 "
Wainscot - Yes, Depth 36"
Continuous Vented Ridge
10,000 PSI Perma-Column System
Included on Entire Building
12" Sidewall Overhangs
With Vented Aluminum Soffit
12" Endwall Overhangs With
Non-Vented Aluminum Soffit
D1
D2
D3
ENG. BY :
PSC :
DRAWN BY :
MTO BY :
FBi PROJECT # :
SHEET :
Rustin S
XX
Alan S
Daniel L
20-2060-00Steven Jenison10520 Shelbourne RdCarmel, IN 46032COLUMN FOOTING SCHEDULE
MISCELLANEOUS NOTESPAD SIZE TYPELABEL
M 14" Ø x 4"PRE-CAST N/A
TOP SIZELABEL COMMENTS
COLUMN TOP SCHEDULE
1 3-PLY 2x8 SIDE TOP
2 3-PLY 2x8 CORNER TOP
10 3-PLY 2x8 END TOP
11 3-PLY 2x8 END TOP
12 3-PLY 2x8 END TOP
13 3-PLY 2x8 END TOP
14 3-PLY 2x8 END TOP
15 3-PLY 2x8 END TOP
RED
COLOR
GREEN
PRE-CUT GIRT SCHEDULE
ORANGE
YELLOW
PURPLE
LENGTH
( -1/16" )
16'-0'
8'-0"
7'-5"
4'-4 1/4"
3'-3 3/4"
SIZECOLUMNLABEL COMMENTS
COLUMN MIDDLE SCHEDULE
A 3-PLY 2x8 NON-TREATED MIDDLE
B 3-PLY 2x8 NON-TREATED OHD MIDDLE
ANCHORS
UPLIFTLENGTHSIZE
STUB / COL.LABEL
FULL COLUMNS OR STUBS
TYPE
BRACKETCOMMENTSUPLIFT ANCHOR
FASTENERS
COLUMN STUB SCHEDULE
DEPTH
STUB / COL.
1 3-PLY 2x8 5'-0"(2)2" x 2" x 8 1/2"(1) 1/2"Ø CARRIAGE BOLT CONCRETE STUB REG.4'-0"
2 3-PLY 2x8 5'-0"(2)2" x 2" x 8 1/2"(1) 1/2"Ø CARRIAGE BOLT CONCRETE STUB CORNER 4'-0"
3 4-PLY 2x8 5'-0"(2)2" x 2" x 8 1/2"(1) 1/2"Ø CARRIAGE BOLT CONCRETE STUB OFFSET 4'-0"BYDESCRIPTIONNO.DATE12024-06-20Rustin SApproval Set.........COLOR
MISCELLANEOUS PRE-CUT SCHEDULE
LENGTH COMMENTS
RED
GREEN
ORANGE
YELLOW
++
++
++
++
MFTR/MODEL SIZELABEL ACCESSORIES
OPENINGS SCHEDULE
TYPE ROUGHOUT DETAIL LOCATION / COMMENTS
WALKDOOR AJ #5100 SERIES 3068 40 5/16" x 81"SOLID PANEL, KNOB LOCKSET FBi TO FRAME OUT & INSTALL, SEE FRAME OUT
DETAIL ON SHEET 650
OVERHEAD BY PURCHASER 16' x 14'15'-10 1/2" x 13'-11 1/2"FBi TO FRAME OUT, PURCHASER TO SUPPLY &
INSTALL, SEE DOOR #2 DETAIL ON SHEET 600
ATTIC ACCESS FBi 24" x 44"24 1/8" x 44 1/8"VERIFY LOCATION W/ PURCHASER, SEE DETAIL ON
SHEET 300
STEPSAVER LATCH / STANDARD 12"o.c. GIRTS (ALT SCREW PATTERN), SEE DOOR #X
OVERHEAD BY PURCHASER 8' x 8'7'-10 1/2" x 7'-11 1/2"FBi TO FRAME OUT, PURCHASER TO SUPPLY &
INSTALL, SEE DOOR #3 DETAIL ON SHEET 600
MISCELLANEOUS NOTES
DIAGONAL: (40'-0" x 48'-0") = 62'-5 1316"
= 4" x 3" DOWNSPOUT LOCATION
SW-400 = SHEARWALL BAY LOCATION (SEE DETAIL ON SHEET 650)
X
W-1-1
W-1-2W-1-3W-1-48'-0"
℄
8'-0"
℄
8'-0"
℄
8'-0"
℄
8'-0"
℄
8'-0"
16'-0"16'-0"16'-0"
8'-0"
℄
8'-0"
℄
8'-0"
℄
8'-0"
℄
8'-0"
℄
8'-0"
48'-0"
16'-0"16'-0"16'-0"
GREEN UNPAINTED GREEN
RED UNPAINTED UNPAINTED RED
8'-0"℄8'-0"℄8'-0"℄8'-0"℄8'-0"40'-0"℄3'-714"15'-1012"8'-0"7'-1012"4'-734"16'-0"8'-0"16'-0"3'-334"7'-5"4'-414"X X
X X 7'-1114"7'-1114"4'-6"
0'-0"
3'-7 1/4"
19'-5 3/4"
27'-5 3/4"
35'-4 1/4"
40'-0"
Thermal:
To have a great-performing thermal package
materials must be installed correctly and be
properly maintained throughout the duration
of the project. Purchaser is responsible for
holding all trades accountable for maintaining
/ repairing any penetrations through insulation
or barrier(s) to their original uncompromised
state.
The following sequence / details are provided
to aid in the proper installation of the thermal
package:
1.See "Building Wrap" notes for proper
installation.
2.Install visqueen and insulation per
"Thermal Installation Sequence @ Corner"
detail on sheet 650. Detail for partition
also applies.
3.Install ceiling visqueen and liner per
"Vapor Barrier Sequence Detail" on
sheet 650.
4.Spray foam around doors & windows per
"Walkdoor & Window Frameout Details" on
sheet 650 prior to installing interior
trims.
99'-9"
B/ GRADE BOARD
STEEL REINFORCED
PRE-CAST CONCRETE
STUB
FINISH FLOOR BY
PURCHASER
200
WALL SECTION1
SCALE: 1
2" = 1'-0"STUB / COL. DEPTHT/ F.F.
100'-0"
PERMA-COLUMN STUB - FASTEN
COLUMN TO STUB W/ (2) 12" Ø HEX
BOLTS & (8) STRUCTURAL-M SCREWS
LAP SCREW (THROUGH RIB)
CANNOT BE LEFT OUT AT
DRIP CAP, Z-TRIM, & EAVE
LOCATIONS
REFER TO COLUMN
FOOTING SCHEDULE
ON SHEET 200
UPLIFT ANCHORS
3.5
12
B/ TRUSS
MAX-RIB STEEL ROOFING
FASTENED W/ SCREWS
2x4 PURLINS
2x6 BARGE BOARD W/
FASCIA (FL-2)
12" METAL SOFFIT
(VENTED)
TRUSS
12" HEEL
"F & J" CHANNEL ON 2x4
GIRT
PRE-FRAMED OVERHANG
TAIL (SEE OVERHANG
DETAIL ON SHEET 650)
118'-0"
REFER TO "TRUSS-TO-HEEL
CONNECTION" DETAIL ON
SHEET 651
6" GUTTER
1x3 WITH P-EF-2 TRIM
2x8 TREATED SILL
PLATE W/ SILL SEALER
2x8 TREATED PRIMARY
GRADE BOARD
DRIP CAP
AJ-13 BASE TRIM
KEEP 2x4 OFF CONCRETE
LAMINATED COLUMN
MAX-RIB STEEL LINER
AJ-31 TRIMMAX-RIB STEEL SIDING
FASTENED W/ SCREWS
3'-134"2x6 DESIGNER WALL GIRT
36" DESIGNER WALL
(TOP ROW OF SCREWS
INSTALLED 3/4" DOWN
FROM TOP OF SHEET)
Z-TRIM (PBFA)
(7) 2x4 MSR1650 GIRTS
@ 24" o.c.
2x4 GIRTS @ 43" o.c.
MAX-RIB STEEL LINER
8" (R-25) UNFACED BATT
INSULATION W/ VISQUEEN
REFER TO VAPOR BARRIER
SEQUENCE DETAIL FOR
VISQUEEN INSTALLATION
R-PANEL STEEL CEILING W/
VISQUEEN
R-38 BLOWN INSUL.
(BY PURCHASER)
1/2" x 12" POLYSTYRENE
BAFFLE
BUILDING WRAP:
·FASTEN TO OUTSIDE FACE
OF GIRTS WITH STAPLES
·TAPE ALL LAPS ON GIRTS
·RUN WRAP BEHIND DRIP
CAP & Z-TRIM
·TAPE WRAP TO BOTTOM
FACE OF F&J CHANNEL
·EXCLUDE FROM GABLES
END TRUSS
2x4 PURLIN BLOCKING
118'-0"
B/ TRUSS
200
GABLE END SECTION2
SCALE: 1
2" = 1'-0"
12" METAL SOFFIT
(NON-VENTED)
2x6 BARGE W/ FASCIA
(FL-2)
ALWAYS HAVE RIB UNDER
RAKE OR BEND FLAT OF
STEEL UP W/ 3 4" LIP
RAKE TRIM (P-OC)
APPLY BEAD OF CAULK
UNDER RAKE @ SCREW
LOCATIONS
F & J CHANNEL
END COLUMN TOP
2x6 SYP "BCT CONNECTOR"
FASTENED TO EACH BCT W/ (5) 10d
NAILS - SPLICES LOCATED ON TOP
OF BCTs AT END BAYS (AS NEEDED)
2x4 BCT @ EACH
COLUMN/STUB
WIND B
R
A
C
E SEAL200SHEET TITLE:FLOOR PLANSCALE : 1/4" = 1'-0"
FLOOR PLAN
COPYRIGHT FBi Buildings, Inc.
1
200
1
2
3
AA
PRE-DRILLED PURLIN LABELS
PRE-DRILLED BCT LABELS
COLUMN TAG KEY:
M1A1
FOOTINGSTUBMIDDLETOP200
2
CEILING STEEL LENGTHS
ATTIC CATWALK
(SEE DETAIL ON SHEET 300)SW-400Fastener Specs:
1.Nails shall be called out on drawings by penny weight. The following fasteners & specs have
been used in design & shall be used in construction:
- 10d x 1 12" - .148" x 1 12"
- 10d - .120" x 2 3 4" threaded pneumatic
- 16d - .162" x 3 12" common
- 16d R.S. - .148" x 3 12" threaded hardened-steel
2.Substitution of fasteners shall not be permitted without the written consent of the design
engineer except as follows:
- 10d nails may be used to replace 16d or 16d R.S. nails where specified at a 2:1 ratio.
- 16d or 16d R.S. nails may be used to replace 10d nails where specified at a 2:3 ratio.
3.Unless noted otherwise all nails shall be evenly distributed over the connection area, placed
in an orderly straight pattern, and shall be driven into the center of the narrow face of 2x
members when applicable. Edge distances, end distances and spacing for nails shall be
sufficient to prevent splitting of the wood. Nails that do not make a solid connection shall be
compensated for by adding extra nails that meet the required specs.
4.Fasteners in pressure treated lumber must be hot-dipped galvanized, stainless steel or
tested for that purpose.
5.All light-gauge metal connectors shall be fastened per manufacturer's specs.
6.Fasteners called out on the drawings shall be as follows:
- STRUCTURAL-XS - 14" x1 12" GRK RSS or equal
- STRUCTURAL-S - 516" x 2 12" GRK RSS or equal
- STRUCTURAL-M - 516" x 4" GRK RSS or equal
- STRUCTURAL-L - 516" x 5 12" CONNEXTITE structural wood screw or equal
- PURLIN SCREW - 3 8" x 6" FASTENMASTER HEADLOK or equal
- I-BEAM SCREW - 14-20 x 2 3 4" IMPAX WOOD TO METAL SELF-DRILLER or equal
- CONCRETE SCREW - 14 x 2 3 4" TAPCON or equal
Wood Specs:
1.Design and construction of all structural wood members shall be in accordance with the
current or referenced issue of AF&PA-NDS with supplement.
2.Minimum grades of all wood members shall be as follows unless noted otherwise:
Girts - (2X4) MSR1650 SPF - (2x6) #2 SPF or better
Purlins, studs & bracing - (2x4) #2 SPF or better - (2x6) #2 SPF or better
Columns - (2x6) #1 SYP treated & non-treated
Columns - (2x8) #1 SYP treated & MSR2400 SYP non-treated
Truss webs, chords, headers, joist, rafters & all other framing material
#1 or #2 SYP - (2x4 & 2x6)
MSR 2400 SYP - (2x8, 2x10 & 2x12)
2.0E Fb = 3,100psi - (LVL)
3.All members in contact with soil or concrete shall be preservative-treated to min 0.8 #/c.f.
retention CCA for columns/posts and UC4 Ground Contact for all others.
4.Plywood and OSB, when shown on construction documents shall be APA rated.
5.Deflections of wood members shall be limited to the model building code-specified minimums.
AA
1
2
3
M1A1 M1A1 M1A1 M1A1 M1A1
M1A1 M1A1 M1A1 M1A1 M1A1
M2A2
M2A2
M2A2
M2A2
M1A12
M1A12
M3A10
M3A16
M3A11
M3A14
M1A15
M1A15
_ _B13