HomeMy WebLinkAboutSTRUCTURAL SUPPLEMENTAL INFORMATION 5/2/2023 - 22-00502 - Mountain West Rental and SalesFROST Structural Engineering
1020 Lincoln Road Phone: 208.227.8404
Idaho Falls, ID 83401 Fax: 208.227.8405
www.frost-structural.com
SSI No. :
Re :
Project :
Date:SEAL:
To :
From :
Project No. :
Reference:Instruction:
FSE
May 2, 2023
STRUCTURAL SUPPLEMENTAL INFORMATION
2
Upper Mezzanine Framing Plan
Mountain West - Rexburg
Ted Booth
David Porter
IF22-235
May 2, 2023
S2.1 See attached sheet S2.1 for upper mezzanine framing plan
WJ3
WJ3
WJ2
WJ
1
B1
B1
B4
B4
B4
B4
B2
B4
B4
B1
W12x53
W12x53
W12x53
B1
B1
1
A
2 3 4 5 6 7 8 9 10
B
C
D
A
B
C
D
1 2 3 4 5 6 7 8 9 10
2
OPEN
P1
P3
P1
P1
P2
P1
P2
P2
P1
5
5
5
5
7
7
GT
PREFAB WOOD
TRUSS
AT 24" O.C.
11
11
2
2
2
2
2
B3
B3
WJ3
WJ3
WJ3
WJ3
B4
B4
201
202
206
209
208
203
206
209
208
202207
203
206
208
202
205
209
203
202
204
202
210
211
OPP
201
B5
B5 B5
213
B5
B5 B5
26 GAGE PBR ROOF PANEL
W/ (4) #10 SCREWS AT EACH
SUPPORTING MEMBER.
INSTALL PER
MANUFACTURERS
RECOMMENDATIONS
B5 B5 B5
B5 B5
26 GAGE PBR ROOF PANEL
W/ (4) #10 SCREWS AT EACH
SUPPORTING MEMBER.
INSTALL PER
MANUFACTURERS
RECOMMENDATIONS
B5
B5
212
26 GAGE PBR ROOF PANEL
W/ (4) #10 SCREWS AT EACH
SUPPORTING MEMBER.
INSTALL PER
MANUFACTURERS
RECOMMENDATIONS
B5
B5
B5
212
B5
B5
B5
B5
212
B5
B5
B5
B5
212
B5
B5
B5
B5
212
B5
26 GAGE PBR ROOF PANEL
W/ (4) #10 SCREWS AT EACH
SUPPORTING MEMBER.
INSTALL PER
MANUFACTURERS
RECOMMENDATIONS
B5 B5
B5
B5
26 GAGE PBR ROOF PANEL
W/ (4) #10 SCREWS AT EACH
SUPPORTING MEMBER.
INSTALL PER
MANUFACTURERS
RECOMMENDATIONS
212
TYPICAL FLOOR SHEATHING:
3/4" APA RATED FLOOR SHEATHING W/
10d COMMON NAILS AT 6" O.C. AT PANEL
EDGES / BOUNDARY AND AT 12" O.C. IN
THE FIELD.
P2
P2
B4
2
P2
4
214
19/32" APA RATED ROOF SHEATHING
W/ 10d COMMON NAILS AT 6" O.C. AT
PANEL EDGES / BOUNDARY AND AT 12"
O.C. IN THE FIELD.
TYPICAL ROOF SHEATHING:
3
6.
6.
SCALE:
MEZZANINE FRAMING PLAN
1/8" = 1'-0"
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PROJECT MANAGER:CAD OPERATOR:JOB NO.:
Structural Engineering
This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site
specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,
inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com S2.1
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MEZZANINE FRAMING PLAN
.
.
.
.
7/14/2022
RMSDBP22-235
SHEARWALL TYPE SCHEDULE
NOTES:
1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ON
THE PLANS.
2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (O.C.) MAXIMUM.
3. ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE.
EXPANSION BOLTS OR SHOT PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB OR
SLAB STEP-DOWN) PER SUPPLEMENTAL INSTRUCTIONS.
4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE. PROVIDE (1)
ANCHOR BOLT MINIMUM WITHIN 9" OF EACH END PIECE.
5. PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL. UNLESS
NOTED OTHERWISE (U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAGGERED AT 2"
ON CENTER (O.C.) ((24) 16d NAILS TOTAL BETWEEN SPLICE JOINTS.)
6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ON
PLANS OR DETAILS.
7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES.
MARK SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT
716" APA RATED
SHEATHING
(BLOCKED)
ONE SIDE OF WALL
8d COMMON
AT 6" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 12"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 36" O.C.
CONCRETE: 5 8"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 48" O.C.
WOOD: 16d STAGGERED AT 6" O.C.
716" APA RATED
SHEATHING
(BLOCKED) ONE SIDE
OF WALL
8d COMMON
AT 4" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 12"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 24" O.C.
CONCRETE: 5 8"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 32" O.C.
WOOD:16d STAGGERED AT 4" O.C.
716" APA RATED
SHEATHING
(BLOCKED) ONE SIDE
OF WALL
8d COMMON
AT 3" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 12"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 18" O.C.
CONCRETE: 5 8"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 26" O.C.
WOOD:16d STAGGERED AT 3" O.C.
5
6.
7
FLOOR FRAMING PLAN NOTES
A.VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL
DRAWINGS.
B.ALL SCHEDULED MARK DESIGNATIONS MAY NOT
NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES ARE
TYPICAL TO THIS PROJECT.
C.IF DOUBLE TOP PLATE IS NOTCHED, STEPPED OR BROKEN,
PROVIDE A SIMPSON MSTC40 STRAP AT DISCONTINUITY.
D.TYPICAL BEARING WALL FRAMING SHALL BE 2x6 STUDS AT
16" O.C. UNO.
E.PROVIDE TRIMMER STUDS (TS) AND KING STUDS (KS) AT
OPENINGS AS NOTED ON PLANS. FOR ATTACHMENT, SEE
"TYPICAL HEADER CONNECTION" DETAIL.
F. WALLS WITH SOLID LINES DESIGNATED
STRUCTURAL (BEARING) WALLS.
G. WALLS WITH DASHED LINES DESIGNATE
NON-STRUCTURAL (NON-BEARING) WALLS.
H. , , , -AS SHOWN ON PLAN INDICATES A
SHEARWALL; HATCHING IN WALL DESIGNATES SHEARWALL
LENGTH.
I.B1, B2, ETC. - AS SHOWN ON PLAN INDICATES A BEAM OR
HEADER. SEE BEAM SCHEDULE FOR ADDITIONAL
INFORMATION.
J.WJ1, WJ2, ETC. - AS SHOWN ON PLAN INDICATES A WOOD
JOIST. SEE WOOD JOIST SCHEDULE FOR ADDITIONAL
INFORMATION.
K.P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST.
SEE POST SCHEDULE FOR MORE INFORMATION.
L.FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF
FRAMING CONDITION.
M.ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH TYPE
"5" SHEARWALLS, UNO.
5 6.7
POST (P) SCHEDULE
NOTES:
1. FOR CONNECTIONS AT EITHER END OF POST, SEE DETAILS.
2. UNO, SEE GENERAL STRUCTURAL NOTES (GSN) FOR LUMBER SPECIES AND GRADE.
MARK SIZE SPECIES AND GRADE CONNECTION
P1 (2) 2x6 DOUG FIR NO. 2 SEE TYPICAL DETAILS
P2 (5) 2x6 DOUG FIR NO. 2 SEE TYPICAL DETAILS
P3 (3) 2x4 DOUG FIR NO. 2 SEE TYPICAL DETAILS
1.ATTACH JOIST WITH INVERTED LUS26-2 HANGERS.
2.STRAP BEAMS TOGETHER / TO DOUBLE TOP PLATE W/ MSTC40.
3.NO HEADER WILL BE PROVIDED BELOW. TRUSS SHALL BE
DESIGNED TO SPAN OVER THE OPENING. LIMIT DEFLECTION
TO L/600 FOR TOTAL LOAD. TRUSS SHALL BE DESIGNED FOR
DEAD LOAD OF 150 PLF AND SNOW LOAD OF 225 PLF.
4.ATTACH BEAM TO BEAM WITH HUC412 HANGER.
PLAN KEYNOTESX BEAM (B) SCHEDULE
MARK SIZE
B1 (2) 2x6 OR 4x6 OR (2) 13 4x512 LVL
B2 (2) 2x10 OR 4x10 OR (2) 13 4x714 LVL
B3 (2) 13 4x512 LVL
B4 (2) 13 4x117 8 LVL
B5 HSS10x4x316
WOOD JOIST ( ) SCHEDULE
MARK JOIST FACE MOUNT HANGER TOP FLANGE HANGER
WJ1 2x10 AT 16" O.C.LUS210 LB210
WJ2 117 8" TJI 210 AT 16" O.C.IUS2.06/11.88 ITS2.06/11.88
WJ3 117 8" TJI 210 AT 12" O.C.IUS2.06/11.88 ITS2.06/11.88
WJ
WJ2
B4
B4
B4
UPPER MEZZANINE FRAMING PLAN
5 5
5
5
20
'
M
I
N
20
'
M
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