HomeMy WebLinkAboutS-1 Gambrel 11-30-2022PLOT @ 1/4" = 1'-0"
CR
CR
PER SCALE ON EACH TITLE
GENERAL NOTES & SPECIFICATIONS SCOPE OF WORK: STRUCTURAL FRAMING DRAWING INDEX:
NOMINAL 14'-0" x 16'-0" WIDE x 40'-0" LONG LOFT BARN STYLE
BUILDING ON PREPARED AND LEVEL GRADE.
S-1 COVER SHEET - SPECIFICATIONS - PLANS
S-2 SECTIONS AND DETAILS
FULL DEPTH BLOCKING
END BAYS, TYPICAL
GABLE END TRUSS
STUDDED
BOTTOM CHORD
(2) 2x8 HEADER
W/ 12" FILLER
(4) SIMPSON DTT2Z
4x6 SKID
FULL DEPTH BLOCKING
SEE 6/S2
TRUSS - ALIGN W/
STUD - TYP.
2x4 RIDGE BLOCKING
EACH END BAY & 6'-0"
ON CENTER - SEE7/S2
2x4 TOP
PLATE
REAR VIEW
PLAN AT PLATFORM
SCALE: 18" = 1'-0"
SCALE: 18" = 1'-0"
BOTTOM CHORD
92 58" LONG 2x4
WOOD STUDS
@ 24" o/c
(4) SIMPSON
DTT2Z
4x6 SKID
(2) SIMPSON
DTT2Z AT
REAR WALL
SIMPSON H2.5
TYPICAL EACH SKID
@ END WALLS AND
8'-0" o.c. LONG WALLS
TRIPLE JOIST
(JOIST + RIM)
CENTERLINE OF
4x6 SKIDS
2x6 RIM JOIST -
TYPICAL
SIMPSON SDWS 8" LONG
WOOD SCREW - TYP.
TRIPLE JOIST
(JOIST + RIM)
(4) SIMPSON DTT2Z AT
FRONT WALL
H2.5H2.5 H2.5 H2.5
H2.5H2.5
H2.5H2.5
H2.5H2.5
H2.5H2.5
H2.5H2.5 H2.5 H2.5 2x6 JOIST @ 16" o.c.58" NOM. BUILDING
SHEATHING
14'-0"-16'-0" MAX. TO OUTSIDE OF BLDG (ASSUMES 58" SHEATHING)
7" EQUAL 4'-10" EQUAL 7"39'-10 3/4"40'-0" MAXIMUM TO OUTSIDE OF BUILDING (ASSUMES MAX.58" SHEATHING)FRONT VIEW @ DOOR
PLAN AT ROOF
SCALE: 18" = 1'-0"
SCALE: 18" = 1'-0"
FRONT SHED
(DOOR OPENING)
2
S-2
3
S-2
1
S-2
Important: Read and understandall notes on this drawing.58" FLOOR DECK
FULL DEPTH BLOCKING
END BAYS, TYPICAL
GABLE END TRUSS
STUDDED
58" FLOOR DECK
3'-0" MIN.
FULL DEPTH BLOCKING
SEE 6/S2 4
S-2
11-30-2022
Design Codes:
IBC 2021
ASCE 7
AISC/AWC NDS - 2015
Risk Category I
Roof Snow Load: 30 psf
Ultimate Wind Speed: 115 MPH: Exposure B.
Wood:
Skids: 4x6 So. Pine#2 or better preservative treated.
2x6 floor joists and rim: So. Pine #2 preservative treated.
Floor decking: APA 1932", Exp 1, 4824 span rated sheathing.
Studs: 2x4 SPF or SP stud grade: 24"o.c. except as noted.
Wall plates: 2x4 SPF or SP#2 grade or better.
Truss frames: Per CH Machine design drawings (Trussoft,LLC).
Roof sheathing: 7 16" APA Exp 1 3216 span rated sheathing.
Siding: 1932" APA Rated Siding. Misc. Blocking: 2x4 SPF or SP #2.
Fasteners:
All fasteners in contact with treated wood to be a minimum level of
corrosion resistance as produced by hot dipped galvanized ASTM
A153 class D coating or stainless steel. All specified nails are
common wire nails unless otherwise noted. Truss connector plates:
Eagle Metal Products 20 gauge. Specified wood screws by Simpson
Strong-Tie or structural equivalent. Install wood screw in appropriate
pre-drilled lead holes if required to prevent splitting.
Sheathing Connection Requirements: Wood Structural Panels
Floor, roof, walls: 8d at 6" panel edges: 8d at 12" intermediate.
End wall with door: 8d at 4" o.c. all panel edges.
Miscellaneous:
2x4 Ridge Blocking:
Fasten 2x4 blocks together with 10d nails at 3" o.c..
Fasten roof sheathing to blocking with 8d nails at 2" o.c..
Wall Top Plates:
Provide a minimum 3'-0" lap at all wall top plate splices.
Fasten plates in the overlapone with 10d nails at 3" o.c..
Ground Preparation:
Locate shed on level ground: consolidated-well draining soil.
Prepare 4" deep x 8" wide gravel bed under each skid.
Skids to be seated firmly and evenly on gravel bed.
Hardware devices used to move shed to be connected to skids and
shall be located and rigged to pull directly in line with skids.
Design capacity of pulling devices provided by others.
Warnings: Ground anchorage required along the long walls of the
building to resist 100 plf uplift. Anchorage can be in the form of a
minimum 20 psf live storage load.
Use care when moving shed to avoid damage. Do not transport over
uneven terrain.
GENERAL NOTES & SPECIFICATIONS
Important: Read and understand all notes on this drawing. The
building is designed for utility storage only and is not intended for
human or animal occupancy. The use of this design shall be limited
to geographic locations where environmental loads conform to the
design values specified. The building shall be transported and moved
on site without damage. This building shall not be relied upon for
shelter in the event of severe weather or earthquake. The design
information contained herein is for buildings of the size specified
herein only and shall not be relied upon in any otherway.
Notice: The information presented on these drawings must be
strictly followed. No substitutions are permitted.
Architectural requirements are not shown on these drawings.
Drawings subject to change without notice.
12/12/22