HomeMy WebLinkAboutFloor Plan and Wall SectionENG. BY :
PSC :
DRAWN BY :
MTO BY :
FBi PROJECT # :
SHEET :
Micah Z.
XX
Micah Z.
Mark H.
20-0168-00ALAN HENDERSON12011 HOOVER RD.CARMEL, IN 46032MISCELLANEOUS NOTESPAD SIZE TYPE LABEL
PAD SIZE / TYPE
M 14" Ø x 4" PRE-CAST N/A
HEADER REFERENCEHEADER
LABEL
HEADER SCHEDULE
H-1 SEE DETAIL (H-1) SHEET 650RED
COLOR
GREEN
PRE-CUT GIRT SCHEDULE
ORANGE
YELLOW
PURPLE
BLUE
GIRT LENGTH
18'-6"
16'-6"
15'-0"
11'-6"
8'-6"
7'-3 1/4"
( -1/16" )
ANCHORS
UPLIFTLENGTHSIZE
STUB / COL.LABEL
FULL COLUMNS OR STUBS
TYPE
BRACKETCOMMENTSUPLIFT ANCHOR
FASTENERS
COLUMN SCHEDULE
DEPTH
STUB / COL.
A 3-PLY 2x6 16'-0" (2)12" TR. BLOCKS (10) 10d's PER BLOCK FULL COLUMN N/A 4'-0"BY DESCRIPTIONNO. DATE 1 2020-05-21 MICAH Z. APPROVAL SET2 2020-05-27 MICAH Z. APPROVAL SET (INCL. ENGINEERING REVISIONS)........BROWN
COLOR
WHITE
MISCELLANEOUS PRE-CUT SCHEDULE
LENGTH COMMENTS
* *
* *
MFTR/MODEL SIZELABEL ACCESSORIES
OPENINGS SCHEDULE
TYPE ROUGHOUT DETAIL LOCATION / COMMENTS
WALKDOOR BY PURCHASER 6080 74 3/4" x 98 1/8"PURCHASER TO SUPPLY & INSTALL
COMPLIANT HARDWARD
FBi TO FRAMEOUT, PURCHASER TO SUPPLY &
INSTALL WALKDOOR
OVERHEAD BY PURCHASER 10' x 8' 9'-10 1/2" x 7-11 1/2"FBi TO FRAME OUT, PURCHASER TO SUPPLY &
INSTALL OHD, SEE DOOR #2 DETAIL ON SHEET 650
MISCELLANEOUS NOTES
SIDING SCREW PATTERN NOTE:
LAP SCREW (THROUGH RIB) CAN BE LEFT OUT AT DRIP CAP,
Z-TRIM (IF INCLUDED), & EAVE LOCATIONS
DIAGONAL: (20'-0" x 30'-0") = 36'-0 1116"
GUTTERS & DOWNSPOUTS BY PURCHASER
7'-6"
℄
4'-0" 4'-0"
℄
7'-6"
11'-6" 18'-6"
7'-6"
℄
7'-6"
℄
7'-6"
℄
7'-6"
30'-0"
15'-0" 15'-0"5'-034" 9'-1012" 5'-034"20'-0"6'-6" ℄ 7'-0" ℄6'-6"℄13'-6" 6'-6"7'-0"
℄℄
ORANGE ORANGE
4'-914" 4'-914"GRAY GRAY
B/ GRADE BOARD
99'-9"
100'-0"
T/ F.F.
24" (R-10) RIGID
INSULATION REQUIRED BY
PURCHASER IF BUILDING
IS CONDITIONED CONCRETE PAD
UPLIFT ANCHORS
FINISH FLOOR BY
PURCHASER
200
WALL SECTION1
SCALE: 1
2" = 1'-0"STUB / COL. DEPTH716" OSB SHEATHING
LAMINATED COLUMN
2x8 TREATED PRIMARY
GRADE BOARD
(4) 2x4 GIRTS @24"o.c.
3.5
12
B/ TRUSS
MAX-RIB STEEL ROOFING
W/ MOISTURE-LOK W/
FASTENED W/ SCREWS
2x4 PURLINS
2x6 TREATED BARGE
BOARD W/ FASCIA (AJ-12)
12" METAL SOFFIT
(VENTED)
(1) 4" GRK SCREWS &
(4) 16d NAILS
EACH SIDE OF HEEL
TRUSS
9" HEEL
"F & J" CHANNEL ON 2x6
GIRT (SEE SHEET 650
FOR FASTENER SPECS)
PRE-FRAMED OVERHANG
TAIL (REFER TO OVERHANG
DETAIL ON SHEET 650
FOR FASTENER SPECS)
110'-0"
FUTURE GUTTERS
(BY PURCHASER)
SIDING (PROVIDED &
INSTALLED BY PURCHASER)
110'-0"
B/ TRUSS
BOTTOM CHORD TIE
END TRUSS
2x
6
S
Y
P
WIN
D
B
R
A
C
E
RAKE TRIM (P-OC)
ALWAYS HAVE RIB UNDER
RAKE OR BEND FLAT OF
STEEL UP W/ 3 4" LIP
APPLY BEAD OF CAULK
UNDER RAKE @ SCREW
LOCATIONS
(4) 16d R.S. NAILS
200
GABLE END SECTION2
SCALE: 1
2" = 1'-0"
2x4 PURLIN BLOCKING
UPSIDE-DOWN 2x8 JOIST
HANGER
PROVIDE SEAT CUT ON
TOP EDGE OF BRACE
2x6 BARGE W/ FASCIA
(FL-2)
12" METAL SOFFIT
(NON-VENTED)
F & J CHANNEL
BUILDING WRAP:
x FASTEN TO OUTSIDE FACE
OF GIRTS WITH STAPLES
x TAPE ALL LAPS ON GIRTS
x RUN BEHIND DRIP CAP, F&J
CHANNEL, & Z-TRIM
x INCLUDE GABLES
2x4 CONTINUOUS
NAILER
PRE-CUT GIRT GIRT HELD BACK 31
2"
NEW OVERHEAD JAMB SEAL200SHEET TITLE:FLOOR PLANSCALE : 1/4" = 1'-0"
FLOOR PLAN
COPYRIGHT FBi Buildings, Inc.
1
200
1
2
Standard Connection Details:
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 1-1/2 - .148" x 11/2"
- 10d - .120" x 3" threaded pneumatic
- 16d - .162" x 3 1/2" common
- 16d R.S. - .148" x 3 1/2" threaded hardened-steel
- 20d - .177" x 4" threaded hardened-steel
- 60d - .177" x 6" threaded hardened-steel
- 80d - .207" x 8" 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 spacings for nails shall be sufficient to
prevent splitting of the wood. Nails that do not make a solid connection (inaccurate placement,
driven between plies of lumber, etc) shall be removed and replaced or compensated with extra
nails that meet the required specs.
4. Fasteners in pressure treated lumber must be hot-dipped galvanized or stainless steel.
5. All light-gauge metal connectors shall be fastened per manufacturer's specs.
Wood:
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,purlins,studs & bracing - (2x4) #2 SPF or better - (2x6) purlins #2 SPF or better
Columns - (2x6) #1 SYP treated & non-treated
Columns - (2x8) #1 SYP treated & SS SYP non-treated
Truss webs, chords, headers, joist, rafters & all other framing material
#1 or #2 SYP - (2x4 & 2x6)
Select Structural SYP - (2x8)
MSR 2400 SYP - (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. Stud wall corners and intersections shall be framed with a min. of three or more studs.
6. Load-bearing headers in a stud wall shall have a min. of one cripple under each end of the
header and be fastened securely to full length studs immediately beside header.
7. Deflections of wood members shall be limited to the model building code-specified minimums.
PRE-DRILLED PURLIN LABELS
PRE-DRILLED BCT LABELS
(2) WIND BRACES THIS END
(3) WIND BRACES THIS END
200
2
1
2
AM AM AM AM AMAM
AM AM AM AMAM
AM
AM AM
AM
H-1
07/16/20
David Rutti