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15"
16'-1
"10
'-4 3
/4"
10'-1
1 1/
2"
21'-8
1/4
"15
'-9"
21'-8
1/4
"
DIM
EN
SIO
NS
SH
OW
N D
O N
OT
ACC
OU
NT
FOR
NO
N-S
TRU
CTU
RA
L P
OP
-OU
TS
137°
141°
29'-9 3/4"
12'-8"
9'-11 3/4"
5'-4 1/4"
28'-0"
2 3/4" 2'-7 3/4" 12'-8 3/4" 12'-2 1/2"
27'-9 3/4"
8 3/
4"17
'-6"
3'-9
1/4
"5"
21'-8
1/4
"
3'-5"
FOUNDATION PLAN - BASEMENT1/4" = 1'
*USE SSTBL ANCHOR BOLTS WHERE 3X SILL ISREQUIRED PER SHEARWALL SCHEDULE
(WHERE APPLICABLE)
HOLDOWN KEY
12" MIN.
LINE
AS REQ'D 11
EMBEDMENT1 - 1/2" PER PLANS
A.B. TO BOT OF FTG.3" CLR @ BOT OF
REINF'G
SEEDTLS.
= HDU2 W/ SSTB20*USE 4X POST MIN. SEE DETAIL 12/D-1.1)
= HDU4 W/ SSTB24*USE 4X POST MIN. SEE DETAIL 12/D-1.1)
= HDU5 W/ SSTB24* OR HDU8 W/ SSTB34*USE 4X POST MIN. (SEE DETAIL 12/D-1.1)
= HDU11 OR HDU14 W/ SSWAB1X36HS A.B. PER DETAIL ___-______
(WHERE APPLICABLE)
12" MIN.
LINE
AS REQ'D 11
EMBEDMENT1 - 1/2" PER PLANS
A.B. TO BOT OF FTG.3" CLR @ BOT OF
REINF'G
12D-1.1
SSTB HOLDOWN ANCHOR DETAIL
SHEAR WALL SCHEDULE
FOOTNOTES:
2
MATERIAL
1 All walls to be fully blocked.2 Refer to "Vertical Diaphragm Notes" for material and application specifications.3 All nails specified are common. Where "air-gun" nailing is used, care shall be taken to use true common nail equivalents.4 Provide 0.229" thick x 3" square, flat plate washers at all 5/8" diameter anchor bolts.5 For walls which bear trusses; one H-1 clip, from truss to top plate, may be used in place of one A35 top plate connector.6 Use RBC @ 3x sill plate to rim joist or solid blocking with spacing per "Top Plate Connector".7 Ok to use (1) A35 clip in lieu of (1) RBC as needed.8 Studs shall be 3x minimum @ panel edges. Use 3x P.T.D.F. bottom plate. stagger nails @ double top plate and panel
edges. For walls with shear ≤ 600 plf, okay to use 2x sill plate with anchor bolt spacing half the tabulated distance9 Stagger nails at opposite sides of wall.
10d @ 3 - 12
8d @ 2 - 12
8d @ 3 - 12
10d @ 2 - 12
10d @ 3 - 12
8d @ 4 - 12
8d @ 6 - 12
490
15/32" CDX (ID# 24/0)
15/32" CDX (ID# 24/0)
15/32" CDX (ID# 24/0)
980
770
600
15/32" CDX (ID# 24/0)
19/32" CDX (ID# 24/0)
15/32" CDX (ID# 24/0)
15/32" CDX (ID# 24/0)
15/32" CDX (ID# 24/0)
380
260
16d @ 3.5" o/c
16d @ 2.0" o/c
16d @ 2.5" o/c
16d @ 4.5" o/c
16d @ 6" o/cRBC @ 20" o/cor LPT4 @ 22" o/c
RBC @ 15" o/cor LPT4 @ 16" o/c
RBC @ 13" o/cor LPT4 @ 12" o/c
RBC @ 10" o/cor LPT4 @ 10" o/c
RBC @ 10" o/cor LPT4 @ 8" o/c
RBC @ 6" o/cor LTP4 @ 4.5" o/c
RBC @ 6" o/cor LTP4 @ 6" o/c
RBC @ 8" o/cor LTP4 @ 6" o/c870
1280
TOP PLATECONNECTOR
3,5,7 58" Ø A.B.
@ FNDSILL PLATE NAILS@ SUB-FLR
4,86
1
3
4
5
6
7
8
8d @ 3 - 12
2 SIDESSHEAR(plf)
N
N
N
N
N
N
Y
Y
NAILING(E.N. F.N.)
8
8
8
8
8
8,9
8,9
SDS14x4.5" @ 4.5" o/c
SDS14x4.5" @ 4.0" o/c
SDS14x4.5" @ 4.0" o/c
48" o/c
48" o/c
36" o/c
28" o/c
22" o/c
20" o/c
18" o/c
12" o/c
PROVIDE (3) #5 BARS TOP & BOTTOM INTO 15" WIDE x 24"DEEP FOOTING W/ #3 TIES @ 9" O/C
CONC. SLAB SEE CONC. NOTE THIS PAGE
LEGENDFOUNDATION CALLOUTSA. 4" CONCRETE PAD AT ALL EXTERIOR DOOR OVER 4" CLEAN COMPACTED FILL
SAND, THICKEN AT PERIMETERSB. FOR CONCRETE LENTIL, PROVIDE (2) #4 BARS 3" ABOVE TOP OF OPENING WITHIN
CONCRETE RETAINING WALL. EXTEND BARS 8" BEYOND OPENING (BM-60)
PROVIDE iSB iLEVEL SHEAR BRACE WALL PER PLANS. USE CORRESPONDINGiSB CONC. TEMPLATE TO PROPERLY POSITION ANCHOR BOLTS. SEE iLEVEL SB& SBA DETAIL SHEETS FOR INSTALLATION INSTRUCTIONS. USE A449THREADED RODS WITH EMBEDMENT PER DETAILS iSB-3 (AS SHOWN ONPLANS). NUTS SHALL BE HEAVY HEX ASTM A563 GR. DH. WALL CAN BETRIMMED TO 78" MINIMUM. FOR PORTAL WALLS, PORTAL KITS MUST BEORDERED SEPARATELY FOR WALLS OVER 100" TALL. FOR STACKED WALLS,MULTI-STORY KITS (MSK) MUST BE ORDERED SEPARATELY.
FOR iSB12x - FW=22, C1=9, C2=13, C3=12, Le=8FOR iSB18x - FW=28, C1=12, C2=16, C3=12, Le=9FOR iSB24x - FW=34, C1=15, C2=19, C3=15, Le=10
iLEVEL SHEAR BRACE NOTE
iSB
CONCRETE NOTECONCRETE SLAB SHALL BE 6" THICK MINIMUM WITH #3 BARS @ 18" O/C. EACH WAYOVER 2" CLEAN COMPACTED FREE DRAINING SAND OVER 10MIL VISQUEEN. VISQUEENTO BE PLACED OVER 6" CLEAN FREE DRAINING MATERIAL. SET REINFORCEMENT ATMID DEPTH OF SLAB. FOOTINGS SHALL BE DIMENSIONED AND REINFORCED PER TABLEBELOW, UNLESS NOTED OTHERWISE ON FOUNDATION PLANS. DEPTH OF FOOTINGSSHALL BEGIN AT COMPETENT MATERIAL, WHICH MAY NOT BE THE SAME AS FINISHEDGRADE. REINFORCEMENT SHALL BE CONTINUOUS TOP AND BOTTOM. USE #3REINFORCEMENT BAR SET 3" MINIMUM ABOVE BOTTOM OF FOOTING AND BENT 3'-0"MINIMUM INTO SLAB.
PREMOISTENING CONTROL FOR SOILS UNDER FOOTINGS AND SLABS SHALL BE TOOF OPTIMUM MOISTURE CONTENT TO A DEPTH OF BELOW LOWEST GRADE.
TESTING REQUIRED. AFTER PREMOISTENING, THE SPECIFIED MOISTURE CONTENTOF THE SOILS SHALL BE MAINTAINED UNTIL CONCRETE IS PLACED. REQUIREDMOISTURE CONTENT SHALL BE VERIFIED BY ANAPPROVED TESTING LABORATORY NOT MORE THAN24 HOURS PRIOR TO PLACEMENT OF CONCRETE.CONCRETE SLABS SHALL BE SAW CUT 3/4" DEEP @15' O/C. GRIDS WITHIN 24 HOURS OF SLAB POUR.
FTG DIMENSIONS & REINFORCEMENTNO. STORIES WIDTH DEPTH BARS
123
21"120%
12"15"18"
18"18"18"
(2) #4(2) #4(2) #4
ALL DIMENSIONS SHOWN ON FRAMING AND/OR FOUNDATION PLANS SHALL BEREFERENCED AGAINST THE ARCHITECTURAL PLANS. ANY DISCREPANCY BETWEENARCHITECTURAL AND STRUCTURAL PLANS MUST BE BROUGHT TO THE ATTENTION OFTHE ENGINEER OF RECORD IMMEDIATELY.
DIMENSIONS1. CONCRETE TO WITHSTAND 2500 PSI WITHIN 28 DAYS2. REFER TO FRAMING PLAN FOR EXACT PLACEMENT OF HOLDOWNS.3. ALL HOLDOWNS TO BE PLACED IN CONCRETE PRIOR TO INSPECTION.4. FOUNDATION EXCAVATIONS SHOULD BE OBSERVED BY THE GEOTECH ENGINEER
OF RECORD AFTER EXCAVATION, BUT PRIOR TO PLACING REINFORCING STEEL ORFORMS.
SOILS EXPANSION INDEX IS REPORT:BY:DATED:
FOUNDATION NOTES
SOIL NOTE VERY LOW
SLO06857-4GEOSOLUTIONS, INC
06-04-2009
FLOOR DIAPHRAGMS SHALL BE CONSTRUCTED PRIOR TO BACKFILLING ALL RESTRAINTWALLS. FAILURE TO COMPLY WILL LEAD TO WALL FAILURE
RESTRAINT WALL NOTE
PRIOR THE DEVELOPMENT OF AN ENGINEERED FILL PAD, THE NATIVE MATERIALSHOULD BE OVEREXCAVATED AT LEAST 48 INCHES BELOW EXISTING GRADE, 36INCHES BELOW THE BOTTOM OF THE FOOTINGS, TO COMPETENT MATERIAL, OR TOONE-HALF THE DEPTH OF THE DEEPEST FILL; WHICHEVER IS GREATEST. THE LIMITS OFOVER-EXCAVATION SHOULD EXTEND A MINIMUM OF 5 FEET BEYOND THE PERIMETERFOUNDATION. THE EXPOSED SURFACE SHOULD BE SCARIFIED TO A DEPTH OF 12INCHES, MOISTURE CONDITIONED TO NEAR OPTIMUM MOISTURE CONTENT, ANDCOMPACTED TO A MINIMUM RELATIVE DENSITY OF 90 PERCENT (ASTM D1557-07). THEOVER-EXCAVATED MATERIAL SHOULD THEN BE PROCESSED AS ENGINEERED FILL.REFER TO SOILS REPORT FIGURE 4: SUB-S LAB DETAIL FOR UNDER-S LAB DRAINAGEMATERIAL AND APPENDIX C FOR MORE DETAILS ON FILL PLACEMENT.
NOTE FROM SOILS ENGINEER
24x8 P 24x8 P
24x10
24x10
7
3
F
FC
C
TO B
ACK
CO
RN
ER O
FR
EST
RAI
NT
WAL
L
TO B
AC
K C
OR
NE
R O
FR
ES
TRA
INT
WA
LL
TO BACK CORNER OFRESTRAINT WALL
TO CENTERLINE OF FOOTING
TO CENTERLINE OF FOOTING
TO C
ENTE
RLI
NE
OF
FOO
TIN
G
TO C
ENTE
RLI
NE
OF
FOO
TIN
G
2D-1.4
7SBA2
3SB1
2D-1.4
7SBA2
3SB1
2D-1.4
7SBA2
3SB1 2
D-1.4
7SBA2
3SB1
9D-1.6
2D-1.4
2D-1.6
S
4'-9 1/2"
166°
B60
S
S
S S
S S
2D-1.6
# CAST-IN-PLACE CONCRETE FOOTING W/ "ID" REFERENCE NUMBER
WALL SUPPORT PILASTER W/ "ID" REFERENCE NUMBER#
18
17
16
15
14
13
12
11
24
23
22
21
2019
P6
P5
P4
P3
P2
P1
P12
P11
P10
P9
P8P7
7D-1.6
2D-1.4
7D-1.6
1D-1.4
1D-1.4
1D-1.4
5D-1.6
6D-1.6
1D-1.7 TYP @
RET WALL
9D-1.6
2D-1.4
4D-1.7
9D-1.6
1D-1.4
5D-1.6
6D-1.6
1D-1.7TYP @
RET WALL
7D-1.6
7D-1.6
4D-1.7
1D-1.4
5D-1.6
6D-1.6
1D-1.7TYP @
RET WALL
9D-1.6
7D-1.6
7D-1.6
9D-1.6
1D-1.4
5D-1.6
6D-1.6
1D-1.7 TYP @
RET WALL
2D-1.6
4D-1.6
4D-1.6
TO CENTERLINE OF FOOTING
2D-1.6
SP
AC
ED
EV
EN
LY9'
-2" M
AX
SPACED EVENLY9'-2" MAX
10
9
SHEET NUMBER:
SHEET TITLE:
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REVISION LOGREV. DATE
These drawings are the exclusive property of M.E.Designs and shall be used solely for the purpose ofthis project on this site. Any use other than theproject upon which it is intended for without thewritten consent of M.E. Designs and Michael Shickis prohibited.
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M.E. DesignsCivil & Structural Engineering
Drafting & Design
610 10th Street, Suite DPaso Robles, CA 93446www.medesigns.us
805.610.9545 (office)805.237.0480 (fax)
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S-1.0 FOUNDATION PLAN -BASEMENT.DWG
M.SHICK
1/30/2012 12:42 AM
FND PLAN(BASEMENT)
S-1.0FND PLAN (BASEMENT) - S-1.0
SHEET NUMBER:
SHEET TITLE:
PROJECT NO.
DRAWN BY
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DATE
DESCRIPTION
REVISION LOGREV. DATE
These drawings are the exclusive property of M.E.Designs and shall be used solely for the purpose ofthis project on this site. Any use other than theproject upon which it is intended for without thewritten consent of M.E. Designs and Michael Shickis prohibited.
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M.E. DesignsCivil & Structural Engineering
Drafting & Design
610 10th Street, Suite DPaso Robles, CA 93446www.medesigns.us
805.610.9545 (office)805.237.0480 (fax)
DR
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S-2.0 FOUNDATION - LEVEL 1, FRAMING -BASEMENT.DWG
M.SHICK
1/30/2012 12:42 AM
FND (LEVEL 1)& FRM(BASEMENT)
S-2.0FND (LEVEL 1) & FRM (BASEMENT) - S-2.0
SHEET NUMBER:
SHEET TITLE:
PROJECT NO.
DRAWN BY
FILE NAME
DATE
DESCRIPTION
REVISION LOGREV. DATE
These drawings are the exclusive property of M.E.Designs and shall be used solely for the purpose ofthis project on this site. Any use other than theproject upon which it is intended for without thewritten consent of M.E. Designs and Michael Shickis prohibited.
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M.E. DesignsCivil & Structural Engineering
Drafting & Design
610 10th Street, Suite DPaso Robles, CA 93446www.medesigns.us
805.610.9545 (office)805.237.0480 (fax)
DR
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S-2.1 FOUNDATION (LEVEL 1) & FRAMING(BASEMENT) (DETAILS).DWG
M.SHICK
1/30/2012 12:42 AM
FND (LEVEL 1)& FRM(BASEMENT)(DIMS)
S-2.1FND (LEVEL 1) & FRM (BASEMENT) (DIMS) - S-2.1
SHEET NUMBER:
SHEET TITLE:
PROJECT NO.
DRAWN BY
FILE NAME
DATE
DESCRIPTION
REVISION LOGREV. DATE
These drawings are the exclusive property of M.E.Designs and shall be used solely for the purpose ofthis project on this site. Any use other than theproject upon which it is intended for without thewritten consent of M.E. Designs and Michael Shickis prohibited.
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M.E. DesignsCivil & Structural Engineering
Drafting & Design
610 10th Street, Suite DPaso Robles, CA 93446www.medesigns.us
805.610.9545 (office)805.237.0480 (fax)
DR
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934
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S-3.0 FRAMING PLAN - LEVEL 1.DWG
M.SHICK
1/30/2012 12:42 AM
FLR FRM PLAN(LEVEL 1)
S-3.0FLR FRM PLAN (LEVEL 1) - S-3.0
DBL STUDS
4x6 DF#2
DBL STUDS
DBL STUDS
4x6 D
F#2
ACE6
4x6 D
F#2
CCQ44
4x6 DF#2CCQ44
4x6 D
F#2
4x4 D
F#2
FLOOR FRAMING PLAN - LEVEL 2(DETAILS)
1/4" = 1'
SIM
7
5
3
4
2
1
F
F
E
C
C D
DB
B
A
A
SHEAR WALL SCHEDULE
FOOTNOTES:
2
MATERIAL
1 All walls to be fully blocked.2 Refer to "Vertical Diaphragm Notes" for material and application specifications.3 All nails specified are common. Where "air-gun" nailing is used, care shall be taken to use true common nail equivalents.4 Provide 0.229" thick x 3" square, flat plate washers at all 5/8" diameter anchor bolts.5 For walls which bear trusses; one H-1 clip, from truss to top plate, may be used in place of one A35 top plate connector.6 Use RBC @ 3x sill plate to rim joist or solid blocking with spacing per "Top Plate Connector".7 Ok to use (1) A35 clip in lieu of (1) RBC as needed.8 Studs shall be 3x minimum @ panel edges. Use 3x P.T.D.F. bottom plate. stagger nails @ double top plate and panel
edges. For walls with shear ≤ 600 plf, okay to use 2x sill plate with anchor bolt spacing half the tabulated distance9 Stagger nails at opposite sides of wall.
10d @ 3 - 12
8d @ 2 - 12
8d @ 3 - 12
10d @ 2 - 12
10d @ 3 - 12
8d @ 4 - 12
8d @ 6 - 12
490
15/32" CDX (ID# 24/0)
15/32" CDX (ID# 24/0)
15/32" CDX (ID# 24/0)
980
770
600
15/32" CDX (ID# 24/0)
19/32" CDX (ID# 24/0)
15/32" CDX (ID# 24/0)
15/32" CDX (ID# 24/0)
15/32" CDX (ID# 24/0)
380
260
16d @ 3.5" o/c
16d @ 2.0" o/c
16d @ 2.5" o/c
16d @ 4.5" o/c
16d @ 6" o/cRBC @ 20" o/cor LPT4 @ 22" o/c
RBC @ 15" o/cor LPT4 @ 16" o/c
RBC @ 13" o/cor LPT4 @ 12" o/c
RBC @ 10" o/cor LPT4 @ 10" o/c
RBC @ 10" o/cor LPT4 @ 8" o/c
RBC @ 6" o/cor LTP4 @ 4.5" o/c
RBC @ 6" o/cor LTP4 @ 6" o/c
RBC @ 8" o/cor LTP4 @ 6" o/c870
1280
TOP PLATECONNECTOR
3,5,7 58" Ø A.B.
@ FNDSILL PLATE NAILS@ SUB-FLR
4,86
1
3
4
5
6
7
8
8d @ 3 - 12
2 SIDESSHEAR(plf)
N
N
N
N
N
N
Y
Y
NAILING(E.N. F.N.)
8
8
8
8
8
8,9
8,9
SDS14x4.5" @ 4.5" o/c
SDS14x4.5" @ 4.0" o/c
SDS14x4.5" @ 4.0" o/c
48" o/c
48" o/c
36" o/c
28" o/c
22" o/c
20" o/c
18" o/c
12" o/c
2x4 DF#2 STUD WALL
2x6 DF#2 STUD WALL
2x8 DF#2 STUD WALL
(2) 2x6 DF#2 STUD WALL
2x10 DF#2 STUD WALL
LEGEND
SOLID BLOCKED FLOOR DIAPHRAGM WITH 10d @ 6-6-12NAILING WITH 3X BLOCKING AT ALL PANEL EDGES. PROVIDEA35 CLIPS AT RIM JOIST BLOCKING TO TOP PLATE AT 24" O/C
A35 @ 18" O/C
SIM:SDS1
4x3.5" SCREWS @ 6"VERTICALLY TO FLOORFOR INTERIOR FURRING
A35 @ 18" O/C
A35 @ 18" O/C
A35 @ 18" O/C
A35 @ 18" O/C
5.75'4
11'.5 5
4'-8" 5
13'-8" 1
24x9 P
5'4
24x9 P
24x10
24x10
24x8 P
24x8 P
24x8 P 24x8 P
12'-5" 4
A35 @ 18" O/C
OREQUAL
OREQUAL
OREQUAL
OREQUAL(TYP)
11D-1.5
2D-1.2
6D-1.3
3SB1
12SB3
2D-1.2
2D-1.2
10SB2
5SB2
12SB3
10SB2
5SB2
2D-1.2
2D-1.2
4D-1.3
4D-1.3
3SB1
12SB34
D-1.3
3SB1
12SB3
1D-1.2
1D-1.2
1D-1.2
2D-1.5
4D-1.2
1D-1.2
3SB1
12SB3
7D-1.3
7D-1.3
11D-1.2
11D-1.2
11D-1.5
11D-1.5
11D-1.5
10D-1.2
AREA WHERE FF IS ELEVATED (SEE ARCH PLANS)
3D-1.2
11D-1.5
1D-1.5
5D-1.5
5D-1.5
5D-1.5
3D-1.2
3D-1.2
10D-1.5
OREQUAL(TYP)
SHEET NUMBER:
SHEET TITLE:
PROJECT NO.
DRAWN BY
FILE NAME
DATE
DESCRIPTION
REVISION LOGREV. DATE
These drawings are the exclusive property of M.E.Designs and shall be used solely for the purpose ofthis project on this site. Any use other than theproject upon which it is intended for without thewritten consent of M.E. Designs and Michael Shickis prohibited.
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M.E. DesignsCivil & Structural Engineering
Drafting & Design
610 10th Street, Suite DPaso Robles, CA 93446www.medesigns.us
805.610.9545 (office)805.237.0480 (fax)
DR
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934
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S-3.1 FLOOR FRAMING PLAN - LEVEL 1(DETAILS).DWG
M.SHICK
1/30/2012 12:42 AM
FLR FRM PLAN(LEVEL 1)(DETAILS)
S-3.1FLR FRM PLAN (LEVEL 1) (DETAILS) - S-3.1
SHEET NUMBER:
SHEET TITLE:
PROJECT NO.
DRAWN BY
FILE NAME
DATE
DESCRIPTION
REVISION LOGREV. DATE
These drawings are the exclusive property of M.E.Designs and shall be used solely for the purpose ofthis project on this site. Any use other than theproject upon which it is intended for without thewritten consent of M.E. Designs and Michael Shickis prohibited.
P:\O
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/30/
2012
12:
42:4
6 A
M
M.E. DesignsCivil & Structural Engineering
Drafting & Design
610 10th Street, Suite DPaso Robles, CA 93446www.medesigns.us
805.610.9545 (office)805.237.0480 (fax)
DR
. JO
HN
OK
ER
BLO
M &
RE
INA
RIT
TMA
N21
51 S
HO
RE
LIN
E D
RIV
ES
HE
LL B
EA
CH
, CA
934
49
----
S-3.2 ROOF FRM PLAN (LEVEL 1).DWG
M.SHICK
1/30/2012 12:42 AM
ROOF FRMPLAN (LEVEL 1)
S-3.2ROOF FRM PLAN (LEVEL 1) - S-3.2
ROOF FRAMING PLAN - LEVEL 21/4" = 1'
7
5
3
4
2
1
F
F
E
C
C D
DB
B
A
A
4x6 DF#1
4x6 DF#1
SHEAR WALL SCHEDULE
FOOTNOTES:
2
MATERIAL
1 All walls to be fully blocked.2 Refer to "Vertical Diaphragm Notes" for material and application specifications.3 All nails specified are common. Where "air-gun" nailing is used, care shall be taken to use true common nail equivalents.4 Provide 0.229" thick x 3" square, flat plate washers at all 5/8" diameter anchor bolts.5 For walls which bear trusses; one H-1 clip, from truss to top plate, may be used in place of one A35 top plate connector.6 Use RBC @ 3x sill plate to rim joist or solid blocking with spacing per "Top Plate Connector".7 Ok to use (1) A35 clip in lieu of (1) RBC as needed.8 Studs shall be 3x minimum @ panel edges. Use 3x P.T.D.F. bottom plate. stagger nails @ double top plate and panel
edges. For walls with shear ≤ 600 plf, okay to use 2x sill plate with anchor bolt spacing half the tabulated distance9 Stagger nails at opposite sides of wall.
10d @ 3 - 12
8d @ 2 - 12
8d @ 3 - 12
10d @ 2 - 12
10d @ 3 - 12
8d @ 4 - 12
8d @ 6 - 12
490
15/32" CDX (ID# 24/0)
15/32" CDX (ID# 24/0)
15/32" CDX (ID# 24/0)
980
770
600
15/32" CDX (ID# 24/0)
19/32" CDX (ID# 24/0)
15/32" CDX (ID# 24/0)
15/32" CDX (ID# 24/0)
15/32" CDX (ID# 24/0)
380
260
16d @ 3.5" o/c
16d @ 2.0" o/c
16d @ 2.5" o/c
16d @ 4.5" o/c
16d @ 6" o/cRBC @ 20" o/cor LPT4 @ 22" o/c
RBC @ 15" o/cor LPT4 @ 16" o/c
RBC @ 13" o/cor LPT4 @ 12" o/c
RBC @ 10" o/cor LPT4 @ 10" o/c
RBC @ 10" o/cor LPT4 @ 8" o/c
RBC @ 6" o/cor LTP4 @ 4.5" o/c
RBC @ 6" o/cor LTP4 @ 6" o/c
RBC @ 8" o/cor LTP4 @ 6" o/c870
1280
TOP PLATECONNECTOR
3,5,7 58" Ø A.B.
@ FNDSILL PLATE NAILS@ SUB-FLR
4,86
1
3
4
5
6
7
8
8d @ 3 - 12
2 SIDESSHEAR(plf)
N
N
N
N
N
N
Y
Y
NAILING(E.N. F.N.)
8
8
8
8
8
8,9
8,9
SDS14x4.5" @ 4.5" o/c
SDS14x4.5" @ 4.0" o/c
SDS14x4.5" @ 4.0" o/c
48" o/c
48" o/c
36" o/c
28" o/c
22" o/c
20" o/c
18" o/c
12" o/c
PROVIDE SHEAR PANEL E.N. ALONG ALL POSTS IN LINE W/ UPPER HOLDOWN STRAPS
ATTACH MST VERTICAL STRAPS TO 4X OR 6X POSTS ABOVE AND BELOW THE FLOORSYSTEM. SEE DETAIL 11/D-1.2 FOR TYPICAL INSTALLATION OF VERTICAL MST.
= MST 72 VERTICAL HOLDOWN STRAP BETWEEN FLOORS
= MST 60 VERTICAL HOLDOWN STRAP BETWEEN FLOORS
= MST 48 VERTICAL HOLDOWN STRAP BETWEEN FLOORS
= MST 37 VERTICAL HOLDOWN STRAP BETWEEN FLOORS37
48
60
72
MST STRAPS
ALL AXIAL LOADED BEAMS OR JOISTS TO BE IN LINE WITH SHEAR PANELSAS SHOWN ON FRAMING PLAN AND FLOOR PLY TO BE NAILED WITH 10dNAILS @ 6 O.C.
BEAM OR JOIST IN LINE
FRAMING NOTES1. ALL HEADERS ABOVE OPENINGS SHALL BE A MINIMUM (U.O.N.):
4 X 12 DF # 2 AT 2 X 4 STUD WALLS6 X 12 DF # 1 AT 2 X 6 STUD WALLS
2. ALL TOP PLATES TO HAVE 48" MIN. LAP AT SPLICES WITH (24) 16d NAILSSTAGGERED PER CONNECTION. (U.O.N.)
3. USE 118" CDX PLYWOOD FLOOR SHEATHING (SPAN INDEX 32" GLUED AND NAILED
WITH 10d AT 6-6-12 " O.C. CASE 1 LAYOUT.4. ALL LUMBER SHALL BE IDENTIFIED WITH THE GRADE MARK AND STAMP OF THE
GRADING ASSOCIATION COVERING THE SPECIES AND UNDER WHOSE GRADINGRULES THE LUMBER WAS PRODUCED.
5. THE MANUFACTURERS A.I.T.C. CERTIFICATION OF COMPLIANCE FOR GLU-LAMBEAMS OR MICRO-LAM BEAMS IS TO BE PROVIDED AT THE TIME OF FRAMINGINSPECTION AND PROPERLY INDICATE THE FIBER BENDING AND GRADESPECIFICATION.
6. PLACE SHEAR PANEL ON SHEAR WALLS PRIOR TO THE CONSTRUCTION OFINTERSECTING WALLS.
7. PROVIDE FIRE STOPS IN CONCEALED SPACES OF STUD WALLS INCLUDINGSPACES AT CEILING AND FLOORS & IN OPENINGS AROUND DUCTS, PIPES,CHIMNEYS, AND SIMILAR OPENINGS WHICH ALLOW PASSAGE OF FIRE.
8. SHOWER AREA WALLS SHALL BE FINISHED WITH A SMOOTH NON-ABSORBENT,HARD SURFACE TO A HEIGHT OF 70" ABOVE DRAIN INLET. (UBC SECTION 510(B))
9. ALL INT. NON-BEARING WALLS = 2X4 AT 16" O.C. (U.O.N.)10. ALL EXTERIOR AND PLUMBING WALLS = 2 X 6 STUDS AT 16" O.C. (U.O.N.)
ROOF FRAMING NOTES1. ROOF SHEATHING TO BE 11
8"" CDX PLY W/ 10d AT 6" O.C. EDGES AND 12"O.C. FIELD. CASE 1 LAYOUT
2. USE 5 8" T1-11 OR EQUIVALENT AT EAVES W/ 6-6-12 NAILING AND CASE 1LAYOUT. USE EXTERIOR GLUE AT ALL EXPOSED EAVES.
3. ALL ROOF PLY MUST HAVE RADIANT BARRIER.4. ROOF UNDER LAYMENT SHALL COMPLY WITH CBC 1507 AND APPLICABLE
TABLES. USE 30# FELT UNDERNEATH ALL ROOF MATERIALS.5. FASCIA TO BE 2X8 HEM FIR.6. PROVIDE FLASHING AND COUNTER FLASHINGS AT ROOF TO WALL
CONNECTIONS AND BASE OF CHIMNEY TO DIVERT RUNOFF.7. PROVIDE 2x6 (MAX DEPTH) AND CDX 3 4" PLY CRICKETING ROOF FOR
DRAINAGE
PROVIDE iSB iLEVEL SHEAR BRACE WALL PER PLANS. USE CORRESPONDINGiSB CONC. TEMPLATE TO PROPERLY POSITION ANCHOR BOLTS. SEE iLEVEL SB& SBA DETAIL SHEETS FOR INSTALLATION INSTRUCTIONS. USE A449THREADED RODS WITH EMBEDMENT PER DETAILS iSB-3 (AS SHOWN ONPLANS). NUTS SHALL BE HEAVY HEX ASTM A563 GR. DH. WALL CAN BETRIMMED TO 78" MINIMUM. FOR PORTAL WALLS, PORTAL KITS MUST BEORDERED SEPARATELY FOR WALLS OVER 100" TALL. FOR STACKED WALLS,MULTI-STORY KITS (MSK) MUST BE ORDERED SEPARATELY.
FOR iSB12x - FW=22, C1=9, C2=13, C3=12, Le=8FOR iSB18x - FW=28, C1=12, C2=16, C3=12, Le=9FOR iSB24x - FW=34, C1=15, C2=19, C3=15, Le=10
iLEVEL SHEAR BRACE NOTE
iSB
FRAMING CALLOUTSA. 6X10 DF#1 (BM-1) OVER iSB WALL. TOP OF HEADER AT TOP OF DOUBLE TOP
PLATEB. 6X10 DF#1 (BM-2) OVER iSB WALL. TOP OF HEADER AT TOP OF DOUBLE TOP
PLATEC. (4) 1.75 X 11.875 2.0E PARALLAM (BM-4) W/ (4) SDS1
4x6" SCREWS @ 24" O/C PER
ASSEMBLY C, PAGE 81 OF SIMPSON CATALOG. PROVIDE (2) HGA10 @ BEAM TOPLATE AND BEAM TO BEAM CONNECTIONS (4 TOTAL)
D. 1.75x11.875 1.55E LSL (BM-7)E. 6x10 DF#1 (BM-61). TOP OF HEADER AT TOP OF DOUBLE TOP PLATEF. U3510-2x-SKR46G. 2x4 DF#2 @ 24" O/C (@ PLATE)H. HU2.1/9-SKR5 (TYP)I. 1.75x11.875 1.55E LSL (BM-6)J. MIU4.75/11 (TYP)K. LUS 410L. IUS1.81/11.88 (TYP)M. PROVIDE (7) A35 OR RBC @ DOUBLE LVL TO TOP PLATE @ GRIDLINE CN. (2) CS16x34" STRAPS @ JOIST SPLICEO. CS16x32" STRAP @ STEP IN TOP PLATE FROM LOWER PLATE TO 3x
BLOCKING BETWEEN STUDSP. CS16x32" STRAP @ TOP PLATE SPLICE (TYP LINE 3)Q. (2) CS16x32" STRAPS AROUND BEAM TO BEAM OR TOP PLATE @
MITERED SPLICER. CS14x38" STRAP @ TOP PLATE TO BLOCKING BETWEEN JOISTSS. SOLID WOOD POST (3 TYP)T. SOLID 2.0E WOOD POST BALLOONED FRAMED (3 TYP)U. PROVIDE 1.75"x11.875 1.55E LSL BELOW EACH CORNER OF CHIMNEY.
ATTACH TO JOIST WITH U14 HANGERS. PROVIDE TS22 STRAP @ DBLSTUDS OF CHIMNEY CORNER TO LSL BLOCKING BELOW. PROVIDESHEAR PANEL AROUND FOUR CHIMNEY WALLS. PROVIDE H6 @ROOF JOIST TO TOP PLATE (3 TYP)
V. U14-SKR6
A1
B2
4'4
7.25'1
6.5'1
6.5'1
24x10 MSK
24x10 MSK
9'6
8'1
5'1
5.75'1
11.5'3
14' 1
6x6 DF#1(BM-3)
DBL STUDS
C4
4x6 D
F#2
4x6 DF#2
6x6 DF#1(BM-5)
6x6
DF#
1
DBLST
UDS
6x6
DF#
1
DBL
STUDS
DBLSTUDS
D7
6x6 DF#1
DBL
STUDS DBLSTUDS
6x6 DF#1
4x4 D
F#2
4x4 DF#2
4x4 DF#2
DBLSTUDS
DBLSTUDS
6x6
DF#
1
E
11.8
75" T
JI 1
10 @
32"
O/C
(i0
3)
11.8
75" T
JI 2
30 @
19.
2" O
/C (i
01)
(2) 1
1.87
5" T
JI 3
60 @
19.
2" O
/C (i
02)
11.8
75" T
JI 2
30 @
19.
2" O
/C (i
01)
11.8
75" T
JI 2
10 @
19.
2" O
/C (i
04)
11.8
75" T
JI 5
60 @
19.
2" O
/C (i
06)
11.8
75" T
JI 2
10 @
19.
2" O
/C (i
04)
48
48
37
37
37
37
37
37
60
60DBL STUDS
3737
37
37
3737
6060
LEGEND
2x10 DF#2 STUD WALL
2x6 DF#2 STUD WALL
2x4 DF#2 STUD WALL
(2) 2x6 DF#2 STUD WALL
2x8 DF#2 STUD WALL
6x8 DF#1
(BM-37) (4TYP)
8 3/4"
F
6x6 DF#1
G57
LS30
LVL
U410-S
KR46
V
LVL
I6
L
J
K
M
N
O
O
O
1D-1.3
P1
P1
Q
Q
R
S
Q
T
2D-1.3
12D-1.3
2D-1.3
12D-1.3
3D-1.3
2D-1.3
4D-1.2
SIM
2D-1.3
SIM
3D-1.5
3D-1.3
2D-1.3
3D-1.3
3D-1.3
2D-1.3
SIM
3SB1
12SB3
3SB1
12SB3
BALLOON FRAME THIS LINEWITH DBL 2x6 DF-SSWHERE APPLICABLE
BALL
OO
N F
RAM
E
THIS
LIN
E W
ITH
DBL
2x6
DF-
SS W
HER
E
APPL
ICAB
LE
A35 @ 24" O/C
A35 @ 24" O/C
37
1
P1
U
H1.
75"x
11.8
75 1
.55E
LSL
2D-1.3
2D-1.3
DBL
STUDS
DBL
STUDS
4D-1.2
SIM
CS16
SHEET NUMBER:
SHEET TITLE:
PROJECT NO.
DRAWN BY
FILE NAME
DATE
DESCRIPTION
REVISION LOGREV. DATE
These drawings are the exclusive property of M.E.Designs and shall be used solely for the purpose ofthis project on this site. Any use other than theproject upon which it is intended for without thewritten consent of M.E. Designs and Michael Shickis prohibited.
P:\O
kerb
lom
\Stru
ctur
al\d
wg\
Oke
rblo
m\S
heet
s\S
-4.0
RO
OF
FRA
MIN
G P
LAN
- LE
VE
L 2.
dwg
Mik
eshi
ck 1
/30/
2012
12:
42:5
3 A
M
M.E. DesignsCivil & Structural Engineering
Drafting & Design
610 10th Street, Suite DPaso Robles, CA 93446www.medesigns.us
805.610.9545 (office)805.237.0480 (fax)
DR
. JO
HN
OK
ER
BLO
M &
RE
INA
RIT
TMA
N21
51 S
HO
RE
LIN
E D
RIV
ES
HE
LL B
EA
CH
, CA
934
49
----
S-4.0 ROOF FRAMING PLAN - LEVEL2.DWG
M.SHICK
1/30/2012 12:42 AM
ROOF FRMPLAN (LEVEL 2)
S-4.0ROOF FRM PLAN (LEVEL 2) - S-4.0
Recommended