HomeMy WebLinkAboutPLANS ENGINEERING - 17-00290 - 1150 S 2nd E - New Shop)STHD14
(2)KING (3)KING STUDS
(2) KING STUDS
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WF18/W1
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SHEARWALL TYPE SCHEDULE
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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 NTHIN 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 4'4' WITH 16d NAILS STAGGERED AT 2 -
ON CENTER(D.C.) ((24) IM NAILS TOTAL BETWEEN SPLICE JOINTS.)
G. 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 EDGENALING FIELD NAILING BOTTOM PLATE ATTACHMENT
CONCRETE:)S'O A B. W/Y'x3'x3'
�S
X,' APA RATED PLATE WASHERS AT 36' O.C.
SHEATHING IMCOMMON WCOMMON CONCRETE: 5VO A.B. W/Y'x3-[
(BLOCKED) AT S' OC. AT IT O.C. PLATE WASHERS AT 48' O.C.
ONE SIDE OF WALL
WOOD: 16d STAGGERED AT 6. O.C.
%'APA RATED SEE SECTION SEE SECTION (1) Ye'D MIN WIY4xrx3-PLATE
SHEATHING C C WASHERS
9
WF181W1
CONCRETE SLAB ON GRADE
4' CONCRETE SLAB ON GRADE W/
q AT 36'00. EACH WAV
CENTERED IN SLAB THICKNESS
OVER COMPACTED FILL.
PROVIDE SLAB JOINTS WITHIN 16
HOURS OF BATCH TIME
2x8 (3)2x10
WF18/W1
5 5
(I KING STUDS (2)KING STUDS
WALL(W)SCHEDULE
MARK THICKNESS VERTICAL HORIZONTAL REMARKS
AND TYPE REINFORCING REINFORCING
W1 8'CONCRETE 714 AT 18' O.C. "AT 18' O.C. -
R
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JOB NO.: IF17.135 I PRWEGTMANAGERA
r9offeW Structural
FOUNDATION PLAN NOTES
L
VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL
Idaho Falls, ID 83401
DRAWINGS.
2.
ALL SCHEDULED MARK DESIGNATIONS MAY NOT
NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES ARE
TYPICAL TO THIS PROJECT.
3.
THE DEPTH OF FOOTING IS W. FOUNDATION CONTRACTOR
SHALL COORDINATE WITH THE SOILS REPORT AND OTHER
TRADES TO INSURE THAT THESE MINIMUMS ARE SUFFICIENT
FOR THE WORK
4.
Q-ASSHOWNONPLANINDICATESASHEARWALL.
5.
W1, W2, ETC. - AS SHOWN ON PLAN INDICATES OONGRETE OR
MASONRY WALLS. SEE WALL SCHEDULE FOR ADDITIONAL
INFORMATION.
6.
WF18, WEN, ETC. - AS SHOWN ON PLAN INDICATES
CONTINUOUS WALL FOOTING. SEE FOOTING SCHEDULE FOR
ADDITIONAL INFORMATION.
7.
ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH TYPE
'6' SHEARWALLS, UNO.
S.
FOR SIDEWALK AND LANDING LOCATIONS, SEL
ARCHITECTURAL DRAWINGS.
ROOF FRAMING PLAN NOTES
1.
VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL
DRAWINGS.
2,
ALL SCHEDULED MARK DESIGNATIONS MAY NOT NECESSARILY
BE FOUND ON THIS PLAN. SCHEDULES ARE TYPICAL TO THIS
PROJECT.
3.
IF DOUBLE TOP PLATE IS NOTCHED, STEPPED OR BROKEN,
PROVIDE A SIMPSON MSTC W STRAP AT DISCONTINUITY.
4,
TYPICAL BEARING WALL FRAMING SHALL BE 2x6 STUDS AT 24'
O.C. UNO, ALIGN STUDS W/ ROOF TRUSSES
5,
PROVIDE TRIMMER STUDS ITS) AND KING STUDS (KS) AT
OPENINGS AS FOLLOWS. U.N.O.: OPENINGS 6'4Y OR LESS, (1)
TS 8 (1) KS, OPENINGS 6'-1' TO "', (2)TS S (2) KS, 9'-1' TO
12-0',(2) TS 813) KS. FOR ATTACHMENT, SEE TYPICAL
HEADER CONNECTION' DETAIL.
6.
0 -AS SHOWN ON PIAN INDICATES A SHEARWALL.
7,
TIE EACH ROOF TRUSS AT BEARING LOCATIONS NTH (1)H2,5A
OR (1) H1 CLIP, AND EACH GIRDER TRUSS WITH (2) 12.SA CUPS,
UNO.
8.
TIE EACH ROOF JOIST AT BEARING LOCATIONS WITH (1)H2,5A
CLIP, UNO.
B.
PROVIDE BUILT-UP 2x POSTS BELOW EACH GIRDER TRUSS,
MATCH GIRDER TRUSS WIDTH, U.N.O.
10.
OVERBUILD PONY WALLS IMAX 5'4' SPACING FOR 2x
OVERBUILD FRAMING AT 24' O.C. N SIMPSON LUS26 HANGER)
11.
ALL EXTERIOR WALLS SHALL BE CONSTRUCTED NTH TYPE'S'
SHEARWALLS, ONO.
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JOB NO.: IF17.135 I PRWEGTMANAGERA
r9offeW Structural
Engineering
1020 E. Lincoln Road
phone: 208.227.8404
Idaho Falls, ID 83401
fax: 208.227.8405