HomeMy WebLinkAboutPLANS - 17-00254 - 433 Airport Rd - Self Storage Plus - New RV BuildingBuilding Size 40x205 monoslope Building Codes/Loads
Location Rexburg, ID DEAD LOAD:3 It is the responsibility of the builder/contractor to insure that all project plans and specifications comply with the applicable requirements of any governing
Roof Pitch 1:12 COLLATERAL:1 p.s.f.building authorities. The suppling of sealed engineering data and drawing for the metal building system does not imply or constitute an agreement that the metal building
1 1/2" notch in Building None ROOF LIVE LOAD:20 p.s.f.system manufacturer or its design engineer is acting as the engineer of record or design professional for a construction project. The contractor must secure all required
Building Elevations ROOF SNOW LOAD:33.6 p.s.f.approvals and permits from the appropriate agency as required. Approval of the metal building systems manufacturer's drawings and calculation indicate that the
Frame line 1:4'GROUND SNOW LOAD:50 p.s.f.metal building system manufacturer correctly interpreted and applied the requirements of the contract drawings and specifications.
Frame line 4:4'WIND SPEED:105 mph
Frame Line D:None WIND CODE:IBC 12 Where discrepancies exist between the metal building system manufacturer's structural steel plans and the plans for other trades, the structural steel plans shall govern.
Frame Line A:4'CLOSURE:Partial
Bracing Of Building EXPOSURE C Design considerations of any materials in the structure which are not furnished by the metal building system manufacturer are the responsibility of the contractors and
Frame line 1:Cable Bracing IMPORTANCE WIND:1 engineers other than the metal building systems manufacturer's engineer unless specifically indicated. The contractor is responsible for all erection of steel
Frame line 4:Cable Bracing SEISMIC COEF:0.64 and associated work in compliance with the metal building systems manufacturer "FOR CONSTRUCTION" drawings All bracing as shown and provided by the
Frame Line D:Portal Frame SEISMIC DESIGN:D metal building system manufacturer for this buildings required and shall be installed by erector as a permanent part of the structure. Temporary supports, such as
Frame Line A:Cable Bracing IMPORTANCE SEISMIC:1 temporary guys, braces, false work, cribbing or other elements required for supports will secure the steel framing, or any partly assembled steel framing, against loads
Roof:Cable Bracing OCCUPANCY:I-STORAGE comparable in intensity to those for which the structure was designed, resulting from wind, seismic forces and erection operation, but not the loads resulting from
Girt Type LOAD REDUCTION YES the performance of work by or the acts of others, nor such unpredictable loads as those due to tornado, explosion, or collision.
Frame line 1:8" Flush (SECT. 7.9.1 AISC CODE OF STANDARD PRACTICE 9TH ED.)
Frame line 4:8" Flush Material:
Frame Line D:8" Flush Hot Rolled Bar Fy 50.00 ksi min.WARNING: In no case should galvalume steel panels be used in conjunction with lead or copper. Both lead and copper have harmful corrosion effects on the aluminum
Frame Line A:8" Flush Structural Steel Sheet Fy 50.00 ksi min.zinc alloy coating when they are used in contact with galvalume steel panels. Even run-off from copper flashing, wiring, or tubing onto galvalume should be avoided.
Roof:10" Bypass Structural Steel Plate Fy 50.00 ksi min.
Cold Formed Material Fy 57.00 ksi min.Insulation Package
Buildings Colors Wall Sheeting Fy 60.00 ksi min.Roof:By others
Endwalls:Tan Roof Sheeting Fy 60.00 ksi min.Walls:By others
Sidewalls:Tan Bolts A325
Roof:Galvalume Metal building manufacture reserves the right to Walk doors By others
Trims:Charcoal substitute the above materials with equal or better material
Gutters:None
Downspouts:None Deflection Limits
EW Column:180
Framed openings EW Rafter Live:180
Frame line 1:None EW Rafter Wind:180
Frame line 4:None Wall Girt:90
Frame Line D:(3) 12 W x 14 T Purlin Live:180
Frame Line A:None Purlin Wind:120
Wall Panel:90
Roof Panel Live:180
Roof Panel Wind:120 PURCHASER:DJ BARNES
Rigid Frame Horizontal:60 PROJECT:REXBURG
Rigid Frame Vertical:180 PROJECT ID:2792
Rigid Frame Seismic:50 PROJECT ADDRESS:REXBURG, ID
Rigid Frame Crane:60
FOR CONSTRUCTION
Builder/Contractor Responsibilities
(SECT 4.2.1 AISC CODE OF STANDARD PRACTICES, 9TH ED.)
(SECT. 3.3 AISC CODE OF STANDARD PRACTICE 9TH ED.)
PH: 800-310-8772 / 402-562-6888 FAX: 402-562-6890
All sheeting is 26 ga Rloc (1 1/4" rib height)
FOR CONSTRUCTION
FOR CONSTRUCTION 3
FOR CONSTRUCTION 4
FOR CONSTRUCTION 5
FOR CONSTRUCTION 6
FOR CONSTRUCTION 7
FOR CONSTRUCTION 8
FOR CONSTRUCTION 9
FOR CONSTRUCTION**Self driller screw (2) per foot next to high rib when attaching wall sheet-install CLOUTR (outside closure) at bottom of high side eave to close gap between sheeting and trim piece **Self driller screw (1) per foot O.C. at girt **Self driller screw (2) per foot next to high rib at base, install CLINRGLUE (inside closure)** Lap shorter leg over longer, use lap screw 7/8" off set on high rib of panel 20" O.C.1 1 10
FOR CONSTRUCTION**Self driller screw (2) per foot next to high rib when attaching wall sheet-install CLOUTR (outside closure) at bottom of high side eave to close gap between sheeting and trim piece **Self driller screw (1) per foot O.C. at girt **Self driller screw (2) per foot next to high rib at base, install CLINRGLUE (inside closure)** Lap shorter leg over longer, use lap screw 7/8" off set on high rib of panel 20" O.C.1 11
FOR CONSTRUCTION**Self driller screw (2) per foot next to high rib at eave install CLOUTR (outside closure)**Apply butyal tape to eave when attaching rake trim **Self driller screw (1) per foot O.C. at girt **Self driller screw (2) per foot next to high rib at base, install CLINRGLUE (inside closure)** Lap shorter leg over longer, use lap screw 7/8" off set on high rib of panel 20" O.C.1 12
FOR CONSTRUCTION**Self driller screw (2) per foot next to high rib at eave install CLOUTR (outside closure)**Apply butyal tape to eave when attaching rake trim **Self driller screw (1) per foot O.C. at girt **Self driller screw (2) per foot next to high rib at base, install CLINRGLUE (inside closure)** Lap shorter leg over longer, use lap screw 7/8" off set on high rib of panel 20" O.C.1 13
FOR CONSTRUCTION**1 1/4" Self driller screw (2) per foot next to high rib at eave along with (1) strip of buytal tape along eave, CLINRGLUE ( inside closure strips) at eave **1 1/4" Self driller screw (1) per foot O.C. at purlins **1 1/4" Self driller screw (2) per foot a peak of building **When lapping sheets apply butyal tape along shorter leg side and lap shorter leg over longer, use lap screw 7/8" off set on high rib of panel 20" O.C. **At panel break 1 1/4" self driller (2) per foot O.C. 2 strips of buytal tape **Formed ridge cap 1 1/4" self driller (2) per foot O.C. with Lap screw at each high rib - on both sides of ridge cap apply 2 strips of buytal tape 1 14
FOR CONSTRUCTION**Self driller screw (2) per foot next to high rib CLINRGLUE (inside closure) to be applied before installing panel **Apply butyal tape to eave when attaching rake trim **Self driller screw (1) per foot O.C. at girt **Self driller screw (2) per foot next to high rib at base, install CLINRGLUE (inside closure)** Lap shorter leg over longer, use lap screw 7/8" off set on high rib of panel 20" O.C.
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FOR CONSTRUCTION**Self driller screw (2) per foot next to high rib CLINRGLUE (inside closure) to be applied before installing panel **Apply butyal tape to eave when attaching rake trim **Self driller screw (1) per foot O.C. at girt **Self driller screw (2) per foot next to high rib at base, install CLINRGLUE (inside closure)** Lap shorter leg over longer, use lap screw 7/8" off set on high rib of panel 20" O.C.
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FOR CONSTRUCTION**Self driller screw (2) per foot next to high rib CLINRGLUE (inside closure) to be applied before installing panel **Apply butyal tape to eave when attaching rake trim **Self driller screw (1) per foot O.C. at girt **Self driller screw (2) per foot next to high rib at base, install CLINRGLUE (inside closure)** Lap shorter leg over longer, use lap screw 7/8" off set on high rib of panel 20" O.C.
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